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00bf53ed90 |
@@ -57,6 +57,8 @@ examples/ex2[0-9]
|
||||
examples/ex2[0-9]p
|
||||
examples/ex3[0-9]
|
||||
examples/ex3[0-9]p
|
||||
examples/ex4[0-9]
|
||||
examples/ex4[0-9]p
|
||||
|
||||
examples/refined.mesh
|
||||
examples/displaced.mesh
|
||||
|
||||
@@ -13,6 +13,9 @@
|
||||
# at Lawrence Livermore National Laboratory (LLNL). This entire pipeline is
|
||||
# LLNL-specific!
|
||||
|
||||
include:
|
||||
- project: 'lc-templates/id_tokens'
|
||||
file: 'id_tokens.yml'
|
||||
|
||||
# The pipeline is divided into stages. Usually, jobs in a given stage wait for
|
||||
# the preceding stages to complete before to start. However, we sometimes use
|
||||
|
||||
@@ -9,6 +9,10 @@
|
||||
# terms of the BSD-3 license. We welcome feedback and contributions, see file
|
||||
# CONTRIBUTING.md for details.
|
||||
|
||||
include:
|
||||
- project: 'lc-templates/id_tokens'
|
||||
file: 'id_tokens.yml'
|
||||
|
||||
# We define the following GitLab pipeline variables:
|
||||
variables:
|
||||
|
||||
|
||||
@@ -35,9 +35,8 @@ variables:
|
||||
- when: on_success
|
||||
|
||||
# Lassen uses a different job scheduler (spectrum lsf) that does not allow
|
||||
# pre-allocation the same way slurm does. We use pdebug queue on lassen
|
||||
# to speed-up the allocation. However this would not be scalable to
|
||||
# multiple builds.
|
||||
# pre-allocation the same way slurm does. We use the pci queue on lassen
|
||||
# to speed-up the allocation.
|
||||
.build_and_test_on_lassen:
|
||||
extends: [.on_lassen]
|
||||
stage: build_and_test
|
||||
@@ -45,5 +44,5 @@ variables:
|
||||
- echo ${MFEM_DATA_DIR}
|
||||
- echo ${SPEC}
|
||||
# Next script uses 'THREADS': leaving it empty --> it uses 'make all -j'
|
||||
- lalloc 1 -W 45 -q pdebug --atsdisable tests/gitlab/build_and_test --spec "${SPEC}" --data-dir "${MFEM_DATA_DIR}" --data
|
||||
- lalloc 1 -W 45 -q pci --atsdisable tests/gitlab/build_and_test --spec "${SPEC}" --data-dir "${MFEM_DATA_DIR}" --data
|
||||
needs: [setup]
|
||||
|
||||
@@ -52,4 +52,4 @@ variables:
|
||||
- echo ${JOBID}
|
||||
- echo ${MFEM_DATA_DIR}
|
||||
- echo ${SPEC}
|
||||
- srun $( [[ -n "${JOBID}" ]] && echo "--jobid=${JOBID}" ) -t 45 -N 1 tests/gitlab/build_and_test --spec "${SPEC}" --data-dir "${MFEM_DATA_DIR}" --data
|
||||
- srun $( [[ -n "${JOBID}" ]] && echo "--jobid=${JOBID}" ) --reservation=ci -t 45 -N 1 tests/gitlab/build_and_test --spec "${SPEC}" --data-dir "${MFEM_DATA_DIR}" --data
|
||||
|
||||
@@ -32,11 +32,11 @@ mkdir _${BASELINE_TEST} && cd _${BASELINE_TEST}
|
||||
|
||||
# run
|
||||
if [[ "${MACHINE_NAME}" == "quartz" || "${MACHINE_NAME}" == "ruby" ]]; then
|
||||
salloc --nodes=1 -p pdebug ../runtest ../../mfem "${BASELINE_TEST} ${TPLS_DIR}"
|
||||
salloc --nodes=1 --reservation=ci ../runtest ../../mfem "${BASELINE_TEST} ${TPLS_DIR}"
|
||||
elif [[ ${MACHINE_NAME} == "corona" ]]; then
|
||||
salloc --nodes=1 -t 60 -p pbatch ../runtest ../../mfem "${BASELINE_TEST} ${TPLS_DIR}"
|
||||
elif [[ ${MACHINE_NAME} == "lassen" ]]; then
|
||||
lalloc 1 -q pdebug ../runtest ../../mfem "${BASELINE_TEST} ${TPLS_DIR}"
|
||||
lalloc 1 -q pci ../runtest ../../mfem "${BASELINE_TEST} ${TPLS_DIR}"
|
||||
else
|
||||
echo "Unknown machine: MACHINE_NAME=$MACHINE_NAME"
|
||||
exit 1
|
||||
|
||||
@@ -11,6 +11,9 @@
|
||||
Version 4.7.1 (development)
|
||||
===========================
|
||||
|
||||
- Added an MFEM example for the eikonal equation. This new solver is based on
|
||||
the proximal Galerkin method introduced by Keith and Surowiec.
|
||||
|
||||
|
||||
Version 4.7, released on May 7, 2024
|
||||
====================================
|
||||
|
||||
@@ -114,7 +114,9 @@ namespace mfem {
|
||||
* - <a class="el" href="ex37p_8cpp_source.html">Example 37p</a>: parallel topology optimization
|
||||
* - <a class="el" href="ex38_8cpp_source.html">Example 38</a>: cut-surface and cut-volume integration
|
||||
* - <a class="el" href="ex39_8cpp_source.html">Example 39</a>: named mesh attributes
|
||||
* - <a class="el" href="ex39p_8cpp_source.html">Example 39</a>: parallel named mesh attributes
|
||||
* - <a class="el" href="ex39p_8cpp_source.html">Example 39p</a>: parallel named mesh attributes
|
||||
* - <a class="el" href="ex40_8cpp_source.html">Example 40</a>: eikonal equation
|
||||
* - <a class="el" href="ex40p_8cpp_source.html">Example 40p</a>: parallel eikonal equation
|
||||
*
|
||||
* <H4>AmgX Examples</H4>
|
||||
* - Variants of Examples
|
||||
|
||||
+10
-3
@@ -45,6 +45,7 @@ list(APPEND ALL_EXE_SRCS
|
||||
ex37.cpp
|
||||
ex38.cpp
|
||||
ex39.cpp
|
||||
ex40.cpp
|
||||
)
|
||||
|
||||
if (MFEM_USE_MPI)
|
||||
@@ -87,6 +88,7 @@ if (MFEM_USE_MPI)
|
||||
ex36p.cpp
|
||||
ex37p.cpp
|
||||
ex39p.cpp
|
||||
ex40p.cpp
|
||||
)
|
||||
endif()
|
||||
|
||||
@@ -146,10 +148,10 @@ if (MFEM_ENABLE_TESTING)
|
||||
# Add CUDA/HIP tests.
|
||||
set(DEVICE_EXAMPLES
|
||||
# serial examples with device support:
|
||||
ex1 ex3 ex4 ex5 ex6 ex9 ex22 ex24 ex25 ex26 ex34
|
||||
ex1 ex3 ex4 ex5 ex6 ex9 ex14 ex22 ex24 ex25 ex26 ex34
|
||||
# parallel examples with device support:
|
||||
ex1p ex2p ex3p ex4p ex5p ex6p ex7p ex9p ex13p ex22p ex24p ex25p ex26p
|
||||
ex34p ex35p)
|
||||
ex1p ex2p ex3p ex4p ex5p ex6p ex7p ex9p ex13p ex14p ex22p ex24p ex25p
|
||||
ex26p ex34p ex35p)
|
||||
set(MFEM_TEST_DEVICE)
|
||||
if (MFEM_USE_CUDA)
|
||||
set(MFEM_TEST_DEVICE "cuda")
|
||||
@@ -159,6 +161,11 @@ if (MFEM_ENABLE_TESTING)
|
||||
if (MFEM_TEST_DEVICE)
|
||||
foreach(TEST_NAME ${DEVICE_EXAMPLES})
|
||||
set(THIS_TEST_OPTIONS "-no-vis" "-d" "${MFEM_TEST_DEVICE}")
|
||||
if (${TEST_NAME} MATCHES "ex14p")
|
||||
list(APPEND THIS_TEST_OPTIONS "-rs" "2" "-rp" "0" "-pa")
|
||||
elseif (${TEST_NAME} MATCHES "ex14")
|
||||
list(APPEND THIS_TEST_OPTIONS "-r" "2" "-pa")
|
||||
endif()
|
||||
if (NOT (${TEST_NAME} MATCHES ".*p$"))
|
||||
add_test(NAME ${TEST_NAME}_${MFEM_TEST_DEVICE}_ser
|
||||
COMMAND ${TEST_NAME} ${THIS_TEST_OPTIONS})
|
||||
|
||||
@@ -0,0 +1,374 @@
|
||||
// MFEM Example 40
|
||||
//
|
||||
// Compile with: make ex40
|
||||
//
|
||||
// Sample runs: ex40 -step 10 -gr 2.0
|
||||
// ex40 -step 10 -gr 2.0 -o 3 -r 1
|
||||
// ex40 -step 10 -gr 2.0 -r 4 -m ../data/l-shape.mesh
|
||||
// ex40 -step 10 -gr 2.0 -r 2 -m ../data/fichera.mesh
|
||||
//
|
||||
// Description: This example code demonstrates how to use MFEM to solve the
|
||||
// eikonal equation,
|
||||
//
|
||||
// |∇𝑢| = 1 in Ω, 𝑢 = g on ∂Ω.
|
||||
//
|
||||
// The solution of this problem coincides with the unique optimum of
|
||||
// the nonlinear program
|
||||
//
|
||||
// maximize ∫_Ω 𝑢 d𝑥 subject to |∇𝑢| ≤ 1, 𝑢 = g on Ω, (⋆)
|
||||
//
|
||||
// which is the foundation for method implemented below.
|
||||
//
|
||||
// Following the proximal Galerkin methodology [1] (see also Example
|
||||
// 36), we construct a Legendre function for the unit ball
|
||||
// 𝐵₁ := {𝑥 ∈ Rⁿ | |𝑥| < 1}. Our choice is the Hellinger entropy,
|
||||
//
|
||||
// h(𝑥) = −( 1 − |𝑥|² )^{1/2},
|
||||
//
|
||||
// although other choices are possible, each leading to a slightly
|
||||
// different algorithm. We then adaptively regularize the optimization
|
||||
// problem (⋆) with the Bregman divergence of the Hellinger entropy,
|
||||
//
|
||||
// maximize ∫_Ω 𝑢 d𝑥 - αₖ⁻¹ Dₕ(∇𝑢,∇𝑢ₖ₋₁) subject to 𝑢 = g on Ω.
|
||||
//
|
||||
// This results in a sequence of functions ( 𝜓ₖ , 𝑢ₖ ),
|
||||
//
|
||||
// 𝑢ₖ → 𝑢, 𝜓ₖ/|𝜓ₖ| → ∇𝑢 as k → \infty,
|
||||
//
|
||||
// defined by the nonlinear saddle-point problems
|
||||
//
|
||||
// Find 𝜓ₖ ∈ H(div,Ω) and 𝑢ₖ ∈ L²(Ω) such that
|
||||
// ( Zₖ(𝜓ₖ) , τ ) + ( 𝑢ₖ , ∇⋅τ ) = ⟨ g , τ⋅n ⟩ ∀ τ ∈ H(div,Ω)
|
||||
// ( ∇⋅𝜓ₖ , v ) = ( ∇⋅𝜓ₖ₋₁ - 1 , v ) ∀ v ∈ L²(Ω)
|
||||
//
|
||||
// where Zₖ(𝜓) := ∇h⁻¹(αₖ 𝜓) = 𝜓 / ( αₖ⁻² + |𝜓|² )^{1/2} and step size
|
||||
// αₖ > 0. These saddle-point problems are solved using a damped Newton's
|
||||
// method. This example assumes that g = 0 and allows the step size to
|
||||
// grow geometrically, αₖ = α₀rᵏ, where r ≥ 1 is the growth rate.
|
||||
//
|
||||
// [1] Keith, B. and Surowiec, T. (2023) Proximal Galerkin: A structure-
|
||||
// preserving finite element method for pointwise bound constraints.
|
||||
// arXiv:2307.12444 [math.NA]
|
||||
|
||||
#include "mfem.hpp"
|
||||
#include <fstream>
|
||||
#include <iostream>
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
class ZCoefficient : public VectorCoefficient
|
||||
{
|
||||
protected:
|
||||
GridFunction *psi;
|
||||
real_t alpha;
|
||||
|
||||
public:
|
||||
ZCoefficient(int vdim, GridFunction &psi_, real_t alpha_ = 1.0)
|
||||
: VectorCoefficient(vdim), psi(&psi_), alpha(alpha_) { }
|
||||
|
||||
virtual void Eval(Vector &V, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
void SetAlpha(real_t alpha_) { alpha = alpha_; }
|
||||
};
|
||||
|
||||
class DZCoefficient : public MatrixCoefficient
|
||||
{
|
||||
protected:
|
||||
GridFunction *psi;
|
||||
real_t alpha;
|
||||
|
||||
public:
|
||||
DZCoefficient(int height, GridFunction &psi_, real_t alpha_ = 1.0)
|
||||
: MatrixCoefficient(height), psi(&psi_), alpha(alpha_) { }
|
||||
|
||||
virtual void Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
void SetAlpha(real_t alpha_) { alpha = alpha_; }
|
||||
};
|
||||
|
||||
int main(int argc, char *argv[])
|
||||
{
|
||||
// 1. Parse command-line options.
|
||||
const char *mesh_file = "../data/star.mesh";
|
||||
int order = 1;
|
||||
int max_it = 5;
|
||||
int ref_levels = 3;
|
||||
real_t alpha = 1.0;
|
||||
real_t growth_rate = 1.0;
|
||||
real_t newton_scaling = 0.9;
|
||||
real_t tichonov = 1e-1;
|
||||
real_t tol = 1e-4;
|
||||
bool visualization = true;
|
||||
|
||||
OptionsParser args(argc, argv);
|
||||
args.AddOption(&mesh_file, "-m", "--mesh",
|
||||
"Mesh file to use.");
|
||||
args.AddOption(&order, "-o", "--order",
|
||||
"Finite element order (polynomial degree).");
|
||||
args.AddOption(&ref_levels, "-r", "--refs",
|
||||
"Number of h-refinements.");
|
||||
args.AddOption(&max_it, "-mi", "--max-it",
|
||||
"Maximum number of iterations");
|
||||
args.AddOption(&tol, "-tol", "--tol",
|
||||
"Stopping criteria based on the difference between"
|
||||
"successive solution updates");
|
||||
args.AddOption(&alpha, "-step", "--step",
|
||||
"Initial size alpha");
|
||||
args.AddOption(&growth_rate, "-gr", "--growth-rate",
|
||||
"Growth rate of the step size alpha");
|
||||
args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
|
||||
"--no-visualization",
|
||||
"Enable or disable GLVis visualization.");
|
||||
args.Parse();
|
||||
if (!args.Good())
|
||||
{
|
||||
args.PrintUsage(cout);
|
||||
return 1;
|
||||
}
|
||||
args.PrintOptions(cout);
|
||||
|
||||
// 2. Read the mesh from the mesh file.
|
||||
Mesh mesh(mesh_file, 1, 1);
|
||||
int dim = mesh.Dimension();
|
||||
int sdim = mesh.SpaceDimension();
|
||||
|
||||
MFEM_ASSERT(mesh.bdr_attributes.Size(),
|
||||
"This example does not currently support meshes"
|
||||
" without boundary attributes."
|
||||
)
|
||||
|
||||
// 3. Postprocess the mesh.
|
||||
// 3A. Refine the mesh to increase the resolution.
|
||||
for (int l = 0; l < ref_levels; l++)
|
||||
{
|
||||
mesh.UniformRefinement();
|
||||
}
|
||||
|
||||
// 3B. Interpolate the geometry after refinement to control geometry error.
|
||||
// NOTE: Minimum second-order interpolation is used to improve the accuracy.
|
||||
int curvature_order = max(order,2);
|
||||
mesh.SetCurvature(curvature_order);
|
||||
|
||||
// 4. Define the necessary finite element spaces on the mesh.
|
||||
RT_FECollection RTfec(order, dim);
|
||||
FiniteElementSpace RTfes(&mesh, &RTfec);
|
||||
|
||||
L2_FECollection L2fec(order, dim);
|
||||
FiniteElementSpace L2fes(&mesh, &L2fec);
|
||||
|
||||
cout << "Number of H(div) dofs: "
|
||||
<< RTfes.GetTrueVSize() << endl;
|
||||
cout << "Number of L² dofs: "
|
||||
<< L2fes.GetTrueVSize() << endl;
|
||||
|
||||
// 5. Define the offsets for the block matrices
|
||||
Array<int> offsets(3);
|
||||
offsets[0] = 0;
|
||||
offsets[1] = RTfes.GetVSize();
|
||||
offsets[2] = L2fes.GetVSize();
|
||||
offsets.PartialSum();
|
||||
|
||||
BlockVector x(offsets), rhs(offsets);
|
||||
x = 0.0; rhs = 0.0;
|
||||
|
||||
// 6. Define the solution vectors as a finite element grid functions
|
||||
// corresponding to the fespaces.
|
||||
GridFunction u_gf, delta_psi_gf;
|
||||
delta_psi_gf.MakeRef(&RTfes,x,offsets[0]);
|
||||
u_gf.MakeRef(&L2fes,x,offsets[1]);
|
||||
|
||||
GridFunction psi_old_gf(&RTfes);
|
||||
GridFunction psi_gf(&RTfes);
|
||||
GridFunction u_old_gf(&L2fes);
|
||||
|
||||
// 7. Define initial guesses for the solution variables.
|
||||
delta_psi_gf = 0.0;
|
||||
psi_gf = 0.0;
|
||||
u_gf = 0.0;
|
||||
psi_old_gf = psi_gf;
|
||||
u_old_gf = u_gf;
|
||||
|
||||
// 8. Prepare for glvis output.
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
socketstream sol_sock;
|
||||
if (visualization)
|
||||
{
|
||||
sol_sock.open(vishost,visport);
|
||||
sol_sock.precision(8);
|
||||
}
|
||||
|
||||
// 9. Coefficients to be used later.
|
||||
ConstantCoefficient neg_one(-1.0);
|
||||
ConstantCoefficient zero(0.0);
|
||||
ConstantCoefficient tichonov_cf(tichonov);
|
||||
ConstantCoefficient neg_tichonov_cf(-1.0*tichonov);
|
||||
ZCoefficient Z(sdim, psi_gf, alpha);
|
||||
DZCoefficient DZ(sdim, psi_gf, alpha);
|
||||
ScalarVectorProductCoefficient neg_Z(-1.0, Z);
|
||||
DivergenceGridFunctionCoefficient div_psi_cf(&psi_gf);
|
||||
DivergenceGridFunctionCoefficient div_psi_old_cf(&psi_old_gf);
|
||||
SumCoefficient psi_old_minus_psi(div_psi_old_cf, div_psi_cf, 1.0, -1.0);
|
||||
|
||||
// 10. Assemble constant matrices/vectors to avoid reassembly in the loop.
|
||||
LinearForm b0, b1;
|
||||
b0.MakeRef(&RTfes,rhs.GetBlock(0),0);
|
||||
b1.MakeRef(&L2fes,rhs.GetBlock(1),0);
|
||||
|
||||
b0.AddDomainIntegrator(new VectorFEDomainLFIntegrator(neg_Z));
|
||||
b1.AddDomainIntegrator(new DomainLFIntegrator(neg_one));
|
||||
b1.AddDomainIntegrator(new DomainLFIntegrator(psi_old_minus_psi));
|
||||
|
||||
BilinearForm a00(&RTfes);
|
||||
a00.AddDomainIntegrator(new VectorFEMassIntegrator(DZ));
|
||||
a00.AddDomainIntegrator(new VectorFEMassIntegrator(tichonov_cf));
|
||||
|
||||
MixedBilinearForm a10(&RTfes,&L2fes);
|
||||
a10.AddDomainIntegrator(new VectorFEDivergenceIntegrator());
|
||||
a10.Assemble();
|
||||
a10.Finalize();
|
||||
SparseMatrix &A10 = a10.SpMat();
|
||||
SparseMatrix *A01 = Transpose(A10);
|
||||
|
||||
BilinearForm a11(&L2fes);
|
||||
a11.AddDomainIntegrator(new MassIntegrator(neg_tichonov_cf));
|
||||
a11.Assemble();
|
||||
a11.Finalize();
|
||||
SparseMatrix &A11 = a11.SpMat();
|
||||
|
||||
// 11. Iterate.
|
||||
int k;
|
||||
int total_iterations = 0;
|
||||
real_t increment_u = 0.1;
|
||||
GridFunction u_tmp(&L2fes);
|
||||
for (k = 0; k < max_it; k++)
|
||||
{
|
||||
u_tmp = u_old_gf;
|
||||
Z.SetAlpha(alpha);
|
||||
DZ.SetAlpha(alpha);
|
||||
|
||||
mfem::out << "\nOUTER ITERATION " << k+1 << endl;
|
||||
|
||||
int j;
|
||||
for ( j = 0; j < 5; j++)
|
||||
{
|
||||
total_iterations++;
|
||||
|
||||
b0.Assemble();
|
||||
b1.Assemble();
|
||||
|
||||
a00.Assemble(false);
|
||||
a00.Finalize(false);
|
||||
SparseMatrix &A00 = a00.SpMat();
|
||||
|
||||
// Construct Schur-complement preconditioner
|
||||
Vector A00_diag(a00.Height());
|
||||
A00.GetDiag(A00_diag);
|
||||
A00_diag.Reciprocal();
|
||||
SparseMatrix *S = Mult_AtDA(*A01, A00_diag);
|
||||
|
||||
BlockDiagonalPreconditioner prec(offsets);
|
||||
prec.SetDiagonalBlock(0,new DSmoother(A00));
|
||||
#ifndef MFEM_USE_SUITESPARSE
|
||||
prec.SetDiagonalBlock(1,new GSSmoother(*S));
|
||||
#else
|
||||
prec.SetDiagonalBlock(1,new UMFPackSolver(*S));
|
||||
#endif
|
||||
prec.owns_blocks = 1;
|
||||
|
||||
BlockOperator A(offsets);
|
||||
A.SetBlock(0,0,&A00);
|
||||
A.SetBlock(1,0,&A10);
|
||||
A.SetBlock(0,1,A01);
|
||||
A.SetBlock(1,1,&A11);
|
||||
|
||||
GMRES(A,prec,rhs,x,0,2000,500,1e-12,0.0);
|
||||
delete S;
|
||||
|
||||
u_tmp -= u_gf;
|
||||
real_t Newton_update_size = u_tmp.ComputeL2Error(zero);
|
||||
u_tmp = u_gf;
|
||||
|
||||
// Damped Newton update
|
||||
psi_gf.Add(newton_scaling, delta_psi_gf);
|
||||
a00.Update();
|
||||
|
||||
if (visualization)
|
||||
{
|
||||
sol_sock << "solution\n" << mesh << u_gf << "window_title 'Discrete solution'"
|
||||
<< flush;
|
||||
}
|
||||
|
||||
mfem::out << "Newton_update_size = " << Newton_update_size << endl;
|
||||
|
||||
if (Newton_update_size < increment_u)
|
||||
{
|
||||
break;
|
||||
}
|
||||
}
|
||||
|
||||
u_tmp = u_gf;
|
||||
u_tmp -= u_old_gf;
|
||||
increment_u = u_tmp.ComputeL2Error(zero);
|
||||
|
||||
mfem::out << "Number of Newton iterations = " << j+1 << endl;
|
||||
mfem::out << "Increment (|| uₕ - uₕ_prvs||) = " << increment_u << endl;
|
||||
|
||||
u_old_gf = u_gf;
|
||||
psi_old_gf = psi_gf;
|
||||
|
||||
if (increment_u < tol || k == max_it-1)
|
||||
{
|
||||
break;
|
||||
}
|
||||
|
||||
alpha *= max(growth_rate, 1_r);
|
||||
|
||||
}
|
||||
|
||||
mfem::out << "\n Outer iterations: " << k+1
|
||||
<< "\n Total iterations: " << total_iterations
|
||||
<< "\n Total dofs: " << RTfes.GetTrueVSize() + L2fes.GetTrueVSize()
|
||||
<< endl;
|
||||
|
||||
delete A01;
|
||||
return 0;
|
||||
}
|
||||
|
||||
void ZCoefficient::Eval(Vector &V, ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
MFEM_ASSERT(psi != NULL, "grid function is not set");
|
||||
MFEM_ASSERT(alpha > 0, "alpha is not positive");
|
||||
|
||||
Vector psi_vals(vdim);
|
||||
psi->GetVectorValue(T, ip, psi_vals);
|
||||
real_t norm = psi_vals.Norml2();
|
||||
real_t phi = 1.0 / sqrt(1.0/(alpha*alpha) + norm*norm);
|
||||
|
||||
V = psi_vals;
|
||||
V *= phi;
|
||||
}
|
||||
|
||||
void DZCoefficient::Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
MFEM_ASSERT(psi != NULL, "grid function is not set");
|
||||
MFEM_ASSERT(alpha > 0, "alpha is not positive");
|
||||
|
||||
Vector psi_vals(height);
|
||||
psi->GetVectorValue(T, ip, psi_vals);
|
||||
real_t norm = psi_vals.Norml2();
|
||||
real_t phi = 1.0 / sqrt(1.0/(alpha*alpha) + norm*norm);
|
||||
|
||||
K = 0.0;
|
||||
for (int i = 0; i < height; i++)
|
||||
{
|
||||
K(i,i) = phi;
|
||||
for (int j = 0; j < height; j++)
|
||||
{
|
||||
K(i,j) -= psi_vals(i) * psi_vals(j) * pow(phi, 3);
|
||||
}
|
||||
}
|
||||
}
|
||||
@@ -0,0 +1,436 @@
|
||||
// MFEM Example 40 - Parallel Version
|
||||
//
|
||||
// Compile with: make ex40p
|
||||
//
|
||||
// Sample runs: mpirun -np 4 ex40p -step 10 -gr 2.0
|
||||
// mpirun -np 4 ex40p -step 10 -gr 2.0 -o 3 -r 1
|
||||
// mpirun -np 4 ex40p -step 10 -gr 2.0 -r 4 -m ../data/l-shape.mesh
|
||||
// mpirun -np 4 ex40p -step 10 -gr 2.0 -r 2 -m ../data/fichera.mesh
|
||||
//
|
||||
// Description: This example code demonstrates how to use MFEM to solve the
|
||||
// eikonal equation,
|
||||
//
|
||||
// |∇𝑢| = 1 in Ω, 𝑢 = g on ∂Ω.
|
||||
//
|
||||
// The solution of this problem coincides with the unique optimum of
|
||||
// the nonlinear program
|
||||
//
|
||||
// maximize ∫_Ω 𝑢 d𝑥 subject to |∇𝑢| ≤ 1, 𝑢 = g on Ω, (⋆)
|
||||
//
|
||||
// which is the foundation for method implemented below.
|
||||
//
|
||||
// Following the proximal Galerkin methodology [1] (see also Example
|
||||
// 36), we construct a Legendre function for the unit ball
|
||||
// 𝐵₁ := {𝑥 ∈ Rⁿ | |𝑥| < 1}. Our choice is the Hellinger entropy,
|
||||
//
|
||||
// h(𝑥) = −( 1 − |𝑥|² )^{1/2},
|
||||
//
|
||||
// although other choices are possible, each leading to a slightly
|
||||
// different algorithm. We then adaptively regularize the optimization
|
||||
// problem (⋆) with the Bregman divergence of the Hellinger entropy,
|
||||
//
|
||||
// maximize ∫_Ω 𝑢 d𝑥 - αₖ⁻¹ Dₕ(∇𝑢,∇𝑢ₖ₋₁) subject to 𝑢 = g on Ω.
|
||||
//
|
||||
// This results in a sequence of functions ( 𝜓ₖ , 𝑢ₖ ),
|
||||
//
|
||||
// 𝑢ₖ → 𝑢, 𝜓ₖ/|𝜓ₖ| → ∇𝑢 as k → \infty,
|
||||
//
|
||||
// defined by the nonlinear saddle-point problems
|
||||
//
|
||||
// Find 𝜓ₖ ∈ H(div,Ω) and 𝑢ₖ ∈ L²(Ω) such that
|
||||
// ( Zₖ(𝜓ₖ) , τ ) + ( 𝑢ₖ , ∇⋅τ ) = ⟨ g , τ⋅n ⟩ ∀ τ ∈ H(div,Ω)
|
||||
// ( ∇⋅𝜓ₖ , v ) = ( ∇⋅𝜓ₖ₋₁ - 1 , v ) ∀ v ∈ L²(Ω)
|
||||
//
|
||||
// where Zₖ(𝜓) := ∇h⁻¹(αₖ 𝜓) = 𝜓 / ( αₖ⁻² + |𝜓|² )^{1/2} and step size
|
||||
// αₖ > 0. These saddle-point problems are solved using a damped Newton's
|
||||
// method. This example assumes that g = 0 and allows the step size to
|
||||
// grow geometrically, αₖ = α₀rᵏ, where r ≥ 1 is the growth rate.
|
||||
//
|
||||
// [1] Keith, B. and Surowiec, T. (2023) Proximal Galerkin: A structure-
|
||||
// preserving finite element method for pointwise bound constraints.
|
||||
// arXiv:2307.12444 [math.NA]
|
||||
|
||||
#include "mfem.hpp"
|
||||
#include <fstream>
|
||||
#include <iostream>
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
class ZCoefficient : public VectorCoefficient
|
||||
{
|
||||
protected:
|
||||
ParGridFunction *psi;
|
||||
real_t alpha;
|
||||
|
||||
public:
|
||||
ZCoefficient(int vdim, ParGridFunction &psi_, real_t alpha_ = 1.0)
|
||||
: VectorCoefficient(vdim), psi(&psi_), alpha(alpha_) { }
|
||||
|
||||
virtual void Eval(Vector &V, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
void SetAlpha(real_t alpha_) { alpha = alpha_; }
|
||||
};
|
||||
|
||||
class DZCoefficient : public MatrixCoefficient
|
||||
{
|
||||
protected:
|
||||
ParGridFunction *psi;
|
||||
real_t alpha;
|
||||
|
||||
public:
|
||||
DZCoefficient(int height, ParGridFunction &psi_, real_t alpha_ = 1.0)
|
||||
: MatrixCoefficient(height), psi(&psi_), alpha(alpha_) { }
|
||||
|
||||
virtual void Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
void SetAlpha(real_t alpha_) { alpha = alpha_; }
|
||||
};
|
||||
|
||||
int main(int argc, char *argv[])
|
||||
{
|
||||
// 0. Initialize MPI and HYPRE.
|
||||
Mpi::Init();
|
||||
int num_procs = Mpi::WorldSize();
|
||||
int myid = Mpi::WorldRank();
|
||||
Hypre::Init();
|
||||
|
||||
// 1. Parse command-line options.
|
||||
const char *mesh_file = "../data/star.mesh";
|
||||
int order = 1;
|
||||
int max_it = 5;
|
||||
int ref_levels = 3;
|
||||
real_t alpha = 1.0;
|
||||
real_t growth_rate = 1.0;
|
||||
real_t newton_scaling = 0.9;
|
||||
real_t tichonov = 1e-1;
|
||||
real_t tol = 1e-4;
|
||||
bool visualization = true;
|
||||
|
||||
OptionsParser args(argc, argv);
|
||||
args.AddOption(&mesh_file, "-m", "--mesh",
|
||||
"Mesh file to use.");
|
||||
args.AddOption(&order, "-o", "--order",
|
||||
"Finite element order (polynomial degree).");
|
||||
args.AddOption(&ref_levels, "-r", "--refs",
|
||||
"Number of h-refinements.");
|
||||
args.AddOption(&max_it, "-mi", "--max-it",
|
||||
"Maximum number of iterations");
|
||||
args.AddOption(&tol, "-tol", "--tol",
|
||||
"Stopping criteria based on the difference between"
|
||||
"successive solution updates");
|
||||
args.AddOption(&alpha, "-step", "--step",
|
||||
"Initial size alpha");
|
||||
args.AddOption(&growth_rate, "-gr", "--growth-rate",
|
||||
"Growth rate of the step size alpha");
|
||||
args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
|
||||
"--no-visualization",
|
||||
"Enable or disable GLVis visualization.");
|
||||
args.Parse();
|
||||
if (!args.Good())
|
||||
{
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintUsage(cout);
|
||||
}
|
||||
return 1;
|
||||
}
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintOptions(cout);
|
||||
}
|
||||
|
||||
// 2. Read the mesh from the mesh file.
|
||||
Mesh mesh(mesh_file, 1, 1);
|
||||
int dim = mesh.Dimension();
|
||||
int sdim = mesh.SpaceDimension();
|
||||
|
||||
MFEM_ASSERT(mesh.bdr_attributes.Size(),
|
||||
"This example does not currently support meshes"
|
||||
" without boundary attributes."
|
||||
)
|
||||
|
||||
// 3. Postprocess the mesh.
|
||||
// 3A. Refine the mesh to increase the resolution.
|
||||
for (int l = 0; l < ref_levels; l++)
|
||||
{
|
||||
mesh.UniformRefinement();
|
||||
}
|
||||
|
||||
// 3B. Interpolate the geometry after refinement to control geometry error.
|
||||
// NOTE: Minimum second-order interpolation is used to improve the accuracy.
|
||||
int curvature_order = max(order,2);
|
||||
mesh.SetCurvature(curvature_order);
|
||||
|
||||
ParMesh pmesh(MPI_COMM_WORLD, mesh);
|
||||
mesh.Clear();
|
||||
|
||||
// 4. Define the necessary finite element spaces on the mesh.
|
||||
RT_FECollection RTfec(order, dim);
|
||||
ParFiniteElementSpace RTfes(&pmesh, &RTfec);
|
||||
|
||||
L2_FECollection L2fec(order, dim);
|
||||
ParFiniteElementSpace L2fes(&pmesh, &L2fec);
|
||||
|
||||
int num_dofs_RT = RTfes.GlobalTrueVSize();
|
||||
int num_dofs_L2 = L2fes.GlobalTrueVSize();
|
||||
if (myid == 0)
|
||||
{
|
||||
cout << "Number of H(div) dofs: "
|
||||
<< num_dofs_RT << endl;
|
||||
cout << "Number of L² dofs: "
|
||||
<< num_dofs_L2 << endl;
|
||||
}
|
||||
|
||||
// 5. Define the offsets for the block matrices
|
||||
Array<int> offsets(3);
|
||||
offsets[0] = 0;
|
||||
offsets[1] = RTfes.GetVSize();
|
||||
offsets[2] = L2fes.GetVSize();
|
||||
offsets.PartialSum();
|
||||
|
||||
Array<int> toffsets(3);
|
||||
toffsets[0] = 0;
|
||||
toffsets[1] = RTfes.GetTrueVSize();
|
||||
toffsets[2] = L2fes.GetTrueVSize();
|
||||
toffsets.PartialSum();
|
||||
|
||||
BlockVector x(offsets), rhs(offsets);
|
||||
x = 0.0; rhs = 0.0;
|
||||
|
||||
BlockVector tx(toffsets), trhs(toffsets);
|
||||
tx = 0.0; trhs = 0.0;
|
||||
|
||||
// 6. Define the solution vectors as a finite element grid functions
|
||||
// corresponding to the fespaces.
|
||||
ParGridFunction u_gf, delta_psi_gf;
|
||||
delta_psi_gf.MakeRef(&RTfes,x,offsets[0]);
|
||||
u_gf.MakeRef(&L2fes,x,offsets[1]);
|
||||
|
||||
ParGridFunction psi_old_gf(&RTfes);
|
||||
ParGridFunction psi_gf(&RTfes);
|
||||
ParGridFunction u_old_gf(&L2fes);
|
||||
|
||||
// 7. Define initial guesses for the solution variables.
|
||||
delta_psi_gf = 0.0;
|
||||
psi_gf = 0.0;
|
||||
u_gf = 0.0;
|
||||
psi_old_gf = psi_gf;
|
||||
u_old_gf = u_gf;
|
||||
|
||||
// 8. Prepare for glvis output.
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
socketstream sol_sock;
|
||||
if (visualization)
|
||||
{
|
||||
sol_sock.open(vishost,visport);
|
||||
sol_sock.precision(8);
|
||||
}
|
||||
|
||||
// 9. Coefficients to be used later.
|
||||
ConstantCoefficient neg_one(-1.0);
|
||||
ConstantCoefficient zero(0.0);
|
||||
ConstantCoefficient tichonov_cf(tichonov);
|
||||
ConstantCoefficient neg_tichonov_cf(-1.0*tichonov);
|
||||
ZCoefficient Z(sdim, psi_gf, alpha);
|
||||
DZCoefficient DZ(sdim, psi_gf, alpha);
|
||||
ScalarVectorProductCoefficient neg_Z(-1.0, Z);
|
||||
DivergenceGridFunctionCoefficient div_psi_cf(&psi_gf);
|
||||
DivergenceGridFunctionCoefficient div_psi_old_cf(&psi_old_gf);
|
||||
SumCoefficient psi_old_minus_psi(div_psi_old_cf, div_psi_cf, 1.0, -1.0);
|
||||
|
||||
// 10. Assemble constant matrices/vectors to avoid reassembly in the loop.
|
||||
ParLinearForm b0, b1;
|
||||
b0.MakeRef(&RTfes,rhs.GetBlock(0),0);
|
||||
b1.MakeRef(&L2fes,rhs.GetBlock(1),0);
|
||||
|
||||
b0.AddDomainIntegrator(new VectorFEDomainLFIntegrator(neg_Z));
|
||||
b1.AddDomainIntegrator(new DomainLFIntegrator(neg_one));
|
||||
b1.AddDomainIntegrator(new DomainLFIntegrator(psi_old_minus_psi));
|
||||
|
||||
ParBilinearForm a00(&RTfes);
|
||||
a00.AddDomainIntegrator(new VectorFEMassIntegrator(DZ));
|
||||
a00.AddDomainIntegrator(new VectorFEMassIntegrator(tichonov_cf));
|
||||
|
||||
ParMixedBilinearForm a10(&RTfes,&L2fes);
|
||||
a10.AddDomainIntegrator(new VectorFEDivergenceIntegrator());
|
||||
a10.Assemble();
|
||||
a10.Finalize();
|
||||
HypreParMatrix *A10 = a10.ParallelAssemble();
|
||||
|
||||
HypreParMatrix *A01 = A10->Transpose();
|
||||
|
||||
ParBilinearForm a11(&L2fes);
|
||||
a11.AddDomainIntegrator(new MassIntegrator(neg_tichonov_cf));
|
||||
a11.Assemble();
|
||||
a11.Finalize();
|
||||
HypreParMatrix *A11 = a11.ParallelAssemble();
|
||||
|
||||
// 11. Iterate.
|
||||
int k;
|
||||
int total_iterations = 0;
|
||||
real_t increment_u = 0.1;
|
||||
ParGridFunction u_tmp(&L2fes);
|
||||
for (k = 0; k < max_it; k++)
|
||||
{
|
||||
u_tmp = u_old_gf;
|
||||
Z.SetAlpha(alpha);
|
||||
DZ.SetAlpha(alpha);
|
||||
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "\nOUTER ITERATION " << k+1 << endl;
|
||||
}
|
||||
|
||||
int j;
|
||||
for ( j = 0; j < 5; j++)
|
||||
{
|
||||
total_iterations++;
|
||||
|
||||
b0.Assemble();
|
||||
b0.ParallelAssemble(trhs.GetBlock(0));
|
||||
|
||||
b1.Assemble();
|
||||
b1.ParallelAssemble(trhs.GetBlock(1));
|
||||
|
||||
a00.Assemble(false);
|
||||
a00.Finalize(false);
|
||||
HypreParMatrix *A00 = a00.ParallelAssemble();
|
||||
|
||||
// Construct Schur-complement preconditioner
|
||||
HypreParVector A00_diag(MPI_COMM_WORLD, A00->GetGlobalNumRows(),
|
||||
A00->GetRowStarts());
|
||||
A00->GetDiag(A00_diag);
|
||||
HypreParMatrix S_tmp(*A01);
|
||||
S_tmp.InvScaleRows(A00_diag);
|
||||
HypreParMatrix *S = ParMult(A10, &S_tmp, true);
|
||||
|
||||
BlockDiagonalPreconditioner prec(toffsets);
|
||||
HypreBoomerAMG P00(*A00);
|
||||
P00.SetPrintLevel(0);
|
||||
HypreBoomerAMG P11(*S);
|
||||
P11.SetPrintLevel(0);
|
||||
prec.SetDiagonalBlock(0,&P00);
|
||||
prec.SetDiagonalBlock(1,&P11);
|
||||
|
||||
BlockOperator A(toffsets);
|
||||
A.SetBlock(0,0,A00);
|
||||
A.SetBlock(1,0,A10);
|
||||
A.SetBlock(0,1,A01);
|
||||
A.SetBlock(1,1,A11);
|
||||
|
||||
GMRESSolver gmres(MPI_COMM_WORLD);
|
||||
gmres.SetPrintLevel(-1);
|
||||
gmres.SetRelTol(1e-8);
|
||||
gmres.SetMaxIter(2000);
|
||||
gmres.SetKDim(500);
|
||||
gmres.SetOperator(A);
|
||||
gmres.SetPreconditioner(prec);
|
||||
gmres.Mult(trhs,tx);
|
||||
delete S;
|
||||
delete A00;
|
||||
|
||||
delta_psi_gf.SetFromTrueDofs(tx.GetBlock(0));
|
||||
u_gf.SetFromTrueDofs(tx.GetBlock(1));
|
||||
|
||||
u_tmp -= u_gf;
|
||||
real_t Newton_update_size = u_tmp.ComputeL2Error(zero);
|
||||
u_tmp = u_gf;
|
||||
|
||||
// Damped Newton update
|
||||
psi_gf.Add(newton_scaling, delta_psi_gf);
|
||||
a00.Update();
|
||||
|
||||
if (visualization)
|
||||
{
|
||||
sol_sock << "parallel " << num_procs << " " << myid << "\n";
|
||||
sol_sock << "solution\n" << pmesh << u_gf << "window_title 'Discrete solution'"
|
||||
<< flush;
|
||||
}
|
||||
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "Newton_update_size = " << Newton_update_size << endl;
|
||||
}
|
||||
|
||||
if (Newton_update_size < increment_u)
|
||||
{
|
||||
break;
|
||||
}
|
||||
}
|
||||
|
||||
u_tmp = u_gf;
|
||||
u_tmp -= u_old_gf;
|
||||
increment_u = u_tmp.ComputeL2Error(zero);
|
||||
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "Number of Newton iterations = " << j+1 << endl;
|
||||
mfem::out << "Increment (|| uₕ - uₕ_prvs||) = " << increment_u << endl;
|
||||
}
|
||||
|
||||
u_old_gf = u_gf;
|
||||
psi_old_gf = psi_gf;
|
||||
|
||||
if (increment_u < tol || k == max_it-1)
|
||||
{
|
||||
break;
|
||||
}
|
||||
|
||||
alpha *= max(growth_rate, 1_r);
|
||||
|
||||
}
|
||||
|
||||
// 12. Print stats.
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "\n Outer iterations: " << k+1
|
||||
<< "\n Total iterations: " << total_iterations
|
||||
<< "\n Total dofs: " << RTfes.GetTrueVSize() + L2fes.GetTrueVSize()
|
||||
<< endl;
|
||||
}
|
||||
|
||||
// 13. Free the used memory.
|
||||
delete A01;
|
||||
delete A10;
|
||||
delete A11;
|
||||
return 0;
|
||||
}
|
||||
|
||||
void ZCoefficient::Eval(Vector &V, ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
MFEM_ASSERT(psi != NULL, "grid function is not set");
|
||||
MFEM_ASSERT(alpha > 0, "alpha is not positive");
|
||||
|
||||
Vector psi_vals(vdim);
|
||||
psi->GetVectorValue(T, ip, psi_vals);
|
||||
real_t norm = psi_vals.Norml2();
|
||||
real_t phi = 1.0 / sqrt(1.0/(alpha*alpha) + norm*norm);
|
||||
|
||||
V = psi_vals;
|
||||
V *= phi;
|
||||
}
|
||||
|
||||
void DZCoefficient::Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
MFEM_ASSERT(psi != NULL, "grid function is not set");
|
||||
MFEM_ASSERT(alpha > 0, "alpha is not positive");
|
||||
|
||||
Vector psi_vals(height);
|
||||
psi->GetVectorValue(T, ip, psi_vals);
|
||||
real_t norm = psi_vals.Norml2();
|
||||
real_t phi = 1.0 / sqrt(1.0/(alpha*alpha) + norm*norm);
|
||||
|
||||
K = 0.0;
|
||||
for (int i = 0; i < height; i++)
|
||||
{
|
||||
K(i,i) = phi;
|
||||
for (int j = 0; j < height; j++)
|
||||
{
|
||||
K(i,j) -= psi_vals(i) * psi_vals(j) * pow(phi, 3);
|
||||
}
|
||||
}
|
||||
}
|
||||
+13
-5
@@ -23,14 +23,14 @@ MFEM_LIB_FILE = mfem_is_not_built
|
||||
|
||||
SEQ_EXAMPLES = ex0 ex1 ex2 ex3 ex4 ex5 ex6 ex7 ex8 ex9 ex10 ex14 ex15 ex16 \
|
||||
ex17 ex18 ex19 ex20 ex21 ex22 ex23 ex24 ex25 ex26 ex27 ex28 ex29 ex30 \
|
||||
ex31 ex33 ex34 ex36 ex37 ex38 ex39
|
||||
ex31 ex33 ex34 ex36 ex37 ex38 ex39 ex40
|
||||
PAR_EXAMPLES = ex0p ex1p ex2p ex3p ex4p ex5p ex6p ex7p ex8p ex9p ex10p ex11p \
|
||||
ex12p ex13p ex14p ex15p ex16p ex17p ex18p ex19p ex20p ex21p ex22p ex24p \
|
||||
ex25p ex26p ex27p ex28p ex29p ex30p ex31p ex32p ex33p ex34p ex35p ex36p \
|
||||
ex37p ex39p
|
||||
SEQ_DEVICE_EXAMPLES = ex1 ex3 ex4 ex5 ex6 ex9 ex22 ex24 ex25 ex26 ex34
|
||||
PAR_DEVICE_EXAMPLES = ex1p ex2p ex3p ex4p ex5p ex6p ex7p ex9p ex13p ex22p \
|
||||
ex24p ex25p ex26p ex34p ex35p
|
||||
ex37p ex39p ex40p
|
||||
SEQ_DEVICE_EXAMPLES = ex1 ex3 ex4 ex5 ex6 ex9 ex14 ex22 ex24 ex25 ex26 ex34
|
||||
PAR_DEVICE_EXAMPLES = ex1p ex2p ex3p ex4p ex5p ex6p ex7p ex9p ex13p ex14p \
|
||||
ex22p ex24p ex25p ex26p ex34p ex35p
|
||||
|
||||
ifeq ($(MFEM_USE_LAPACK),YES)
|
||||
SEQ_EXAMPLES += ex38
|
||||
@@ -138,6 +138,14 @@ ex10-test-seq: ex10
|
||||
@$(call mfem-test,$<,, Serial example,-tf 5)
|
||||
ex10p-test-par: ex10p
|
||||
@$(call mfem-test,$<, $(RUN_MPI), Parallel example,-tf 5)
|
||||
ex14-test-seq-cuda: ex14
|
||||
@$(call mfem-test,$<,, Serial CUDA example,-r 2 -pa -d cuda)
|
||||
ex14p-test-par-cuda: ex14p
|
||||
@$(call mfem-test,$<, $(RUN_MPI), Parallel CUDA example,-rs 2 -rp 0 -pa -d cuda)
|
||||
ex14-test-seq-hip: ex14
|
||||
@$(call mfem-test,$<,, Serial HIP example,-r 2 -pa -d hip)
|
||||
ex14p-test-par-hip: ex14p
|
||||
@$(call mfem-test,$<, $(RUN_MPI), Parallel HIP example,-rs 2 -rp 0 -pa -d hip)
|
||||
ex15-test-seq: ex15
|
||||
@$(call mfem-test,$<,, Serial example,-e 1)
|
||||
ex15p-test-par: ex15p
|
||||
|
||||
+3
-3
@@ -1741,7 +1741,7 @@ public:
|
||||
{ vector_fe.CalcPhysDShape(Trans, shape); }
|
||||
};
|
||||
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} \cdot \nabla \cdot u, \nabla \cdot v)$ in 2D
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} \cdot \nabla u, \nabla \cdot v)$ in 2D
|
||||
or 3D and where $\hat{V}$ is a vector coefficient, $u$ is in $H^1$ and $v$ is in $H(div)$. */
|
||||
class MixedGradDivIntegrator : public MixedScalarVectorIntegrator
|
||||
{
|
||||
@@ -1780,7 +1780,7 @@ public:
|
||||
{ scalar_fe.CalcPhysDivShape(Trans, shape); }
|
||||
};
|
||||
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} \nabla \cdot u, \nabla \cdot v)$ in 2D
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} \nabla \cdot u, \nabla v)$ in 2D
|
||||
or 3D and where $\hat{V}$ is a vector coefficient, $u$ is in $H(div)$ and $v$ is in $H^1$. */
|
||||
class MixedDivGradIntegrator : public MixedScalarVectorIntegrator
|
||||
{
|
||||
@@ -1820,7 +1820,7 @@ public:
|
||||
{ scalar_fe.CalcPhysDivShape(Trans, shape); }
|
||||
};
|
||||
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} u, \nabla \cdot v)$ in 2D or 3D
|
||||
/** Class for integrating the bilinear form $a(u,v) := (-\hat{V} u, \nabla v)$ in 2D or 3D
|
||||
and where $\hat{V}$ is a vector coefficient, $u$ is in $H^1$ or $L_2$ and $v$ is in $H^1$. */
|
||||
class MixedScalarWeakDivergenceIntegrator : public MixedScalarVectorIntegrator
|
||||
{
|
||||
|
||||
@@ -924,6 +924,75 @@ void MatrixArrayCoefficient::Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
}
|
||||
}
|
||||
|
||||
MatrixArrayVectorCoefficient::MatrixArrayVectorCoefficient (int dim)
|
||||
: MatrixCoefficient (dim)
|
||||
{
|
||||
Coeff.SetSize(height);
|
||||
ownCoeff.SetSize(height);
|
||||
for (int i = 0; i < height; i++)
|
||||
{
|
||||
Coeff[i] = NULL;
|
||||
ownCoeff[i] = true;
|
||||
}
|
||||
}
|
||||
|
||||
void MatrixArrayVectorCoefficient::SetTime(real_t t)
|
||||
{
|
||||
for (int i=0; i < height; i++)
|
||||
{
|
||||
if (Coeff[i]) { Coeff[i]->SetTime(t); }
|
||||
}
|
||||
this->MatrixCoefficient::SetTime(t);
|
||||
}
|
||||
|
||||
void MatrixArrayVectorCoefficient::Set(int i, VectorCoefficient * c, bool own)
|
||||
{
|
||||
MFEM_ASSERT(i < height && i >= 0, "Row "
|
||||
<< i << " does not exist. " <<
|
||||
"Matrix height = " << height << ".");
|
||||
if (ownCoeff[i]) { delete Coeff[i]; }
|
||||
Coeff[i] = c;
|
||||
ownCoeff[i] = own;
|
||||
}
|
||||
|
||||
MatrixArrayVectorCoefficient::~MatrixArrayVectorCoefficient ()
|
||||
{
|
||||
for (int i=0; i < height; i++)
|
||||
{
|
||||
if (ownCoeff[i]) { delete Coeff[i]; }
|
||||
}
|
||||
}
|
||||
|
||||
void MatrixArrayVectorCoefficient::Eval(int i, Vector &V,
|
||||
ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
MFEM_ASSERT(i < height && i >= 0, "Row "
|
||||
<< i << " does not exist. " <<
|
||||
"Matrix height = " << height << ".");
|
||||
if (Coeff[i])
|
||||
{
|
||||
Coeff[i] -> Eval(V, T, ip);
|
||||
}
|
||||
else
|
||||
{
|
||||
V = 0.0;
|
||||
}
|
||||
}
|
||||
|
||||
void MatrixArrayVectorCoefficient::Eval(DenseMatrix &K,
|
||||
ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
K.SetSize(height, width);
|
||||
Vector V(width);
|
||||
for (int i = 0; i < height; i++)
|
||||
{
|
||||
this->Eval(i, V, T, ip);
|
||||
K.SetRow(i, V);
|
||||
}
|
||||
}
|
||||
|
||||
void MatrixRestrictedCoefficient::SetTime(real_t t)
|
||||
{
|
||||
if (c) { c->SetTime(t); }
|
||||
@@ -1041,6 +1110,27 @@ real_t DeterminantCoefficient::Eval(ElementTransformation &T,
|
||||
return ma.Det();
|
||||
}
|
||||
|
||||
TraceCoefficient::TraceCoefficient(MatrixCoefficient &A)
|
||||
: a(&A), ma(A.GetHeight(), A.GetWidth())
|
||||
{
|
||||
MFEM_ASSERT(A.GetHeight() == A.GetWidth(),
|
||||
"TraceCoefficient: "
|
||||
"Argument must be a square matrix.");
|
||||
}
|
||||
|
||||
void TraceCoefficient::SetTime(real_t t)
|
||||
{
|
||||
if (a) { a->SetTime(t); }
|
||||
this->Coefficient::SetTime(t);
|
||||
}
|
||||
|
||||
real_t TraceCoefficient::Eval(ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
a->Eval(ma, T, ip);
|
||||
return ma.Trace();
|
||||
}
|
||||
|
||||
VectorSumCoefficient::VectorSumCoefficient(int dim)
|
||||
: VectorCoefficient(dim),
|
||||
ACoef(NULL), BCoef(NULL),
|
||||
@@ -1326,6 +1416,30 @@ void InverseMatrixCoefficient::Eval(DenseMatrix &M,
|
||||
M.Invert();
|
||||
}
|
||||
|
||||
ExponentialMatrixCoefficient::ExponentialMatrixCoefficient(MatrixCoefficient &A)
|
||||
: MatrixCoefficient(A.GetHeight(), A.GetWidth()), a(&A)
|
||||
{
|
||||
MFEM_ASSERT(A.GetHeight() == A.GetWidth() && A.GetHeight() == 2,
|
||||
"ExponentialMatrixCoefficient: "
|
||||
<< "Argument must be a square 2x2 matrix."
|
||||
<< " Height = " << A.GetHeight()
|
||||
<< ", Width = " << A.GetWidth());
|
||||
}
|
||||
|
||||
void ExponentialMatrixCoefficient::SetTime(real_t t)
|
||||
{
|
||||
if (a) { a->SetTime(t); }
|
||||
this->MatrixCoefficient::SetTime(t);
|
||||
}
|
||||
|
||||
void ExponentialMatrixCoefficient::Eval(DenseMatrix &M,
|
||||
ElementTransformation &T,
|
||||
const IntegrationPoint &ip)
|
||||
{
|
||||
a->Eval(M, T, ip);
|
||||
M.Exponential();
|
||||
}
|
||||
|
||||
OuterProductCoefficient::OuterProductCoefficient(VectorCoefficient &A,
|
||||
VectorCoefficient &B)
|
||||
: MatrixCoefficient(A.GetVDim(), B.GetVDim()), a(&A), b(&B),
|
||||
|
||||
+90
-2
@@ -1334,6 +1334,46 @@ public:
|
||||
virtual ~MatrixArrayCoefficient();
|
||||
};
|
||||
|
||||
/** @brief Matrix coefficient defined row-wise by an array of vector
|
||||
coefficients. Rows that are not set will evaluate to zero. The
|
||||
matrix coefficient is stored as an array indexing the rows of
|
||||
the matrix. */
|
||||
class MatrixArrayVectorCoefficient : public MatrixCoefficient
|
||||
{
|
||||
private:
|
||||
Array<VectorCoefficient *> Coeff;
|
||||
Array<bool> ownCoeff;
|
||||
|
||||
public:
|
||||
/** @brief Construct a coefficient matrix of dimensions @a dim * @a dim. The
|
||||
actual coefficients still need to be added with Set(). */
|
||||
explicit MatrixArrayVectorCoefficient (int dim);
|
||||
|
||||
/// Set the time for internally stored coefficients
|
||||
void SetTime(real_t t) override;
|
||||
|
||||
/// Get the vector coefficient located at the i-th row of the matrix
|
||||
VectorCoefficient* GetCoeff (int i) { return Coeff[i]; }
|
||||
|
||||
/** @brief Set the coefficient located at the i-th row of the matrix.
|
||||
By this will take ownership of the Coefficient passed in, but this
|
||||
can be overridden with the @a own parameter. */
|
||||
void Set(int i, VectorCoefficient * c, bool own=true);
|
||||
|
||||
using MatrixCoefficient::Eval;
|
||||
|
||||
/// Evaluate coefficient located at the i-th row of the matrix using integration
|
||||
/// point @a ip.
|
||||
void Eval(int i, Vector &V, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
|
||||
/// Evaluate the matrix coefficient @a ip.
|
||||
void Eval(DenseMatrix &K, ElementTransformation &T,
|
||||
const IntegrationPoint &ip) override;
|
||||
|
||||
virtual ~MatrixArrayVectorCoefficient();
|
||||
};
|
||||
|
||||
|
||||
/** @brief Derived matrix coefficient that has the value of the parent matrix
|
||||
coefficient where it is active and is zero otherwise. */
|
||||
@@ -1767,6 +1807,31 @@ public:
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Scalar coefficient defined as the trace of a matrix coefficient
|
||||
class TraceCoefficient : public Coefficient
|
||||
{
|
||||
private:
|
||||
MatrixCoefficient * a;
|
||||
|
||||
mutable DenseMatrix ma;
|
||||
|
||||
public:
|
||||
/// Construct with the matrix.
|
||||
TraceCoefficient(MatrixCoefficient &A);
|
||||
|
||||
/// Set the time for internally stored coefficients
|
||||
void SetTime(real_t t);
|
||||
|
||||
/// Reset the matrix coefficient
|
||||
void SetACoef(MatrixCoefficient &A) { a = &A; }
|
||||
/// Return the matrix coefficient
|
||||
MatrixCoefficient * GetACoef() const { return a; }
|
||||
|
||||
/// Evaluate the trace coefficient at @a ip.
|
||||
virtual real_t Eval(ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Vector coefficient defined as the linear combination of two vectors
|
||||
class VectorSumCoefficient : public VectorCoefficient
|
||||
{
|
||||
@@ -2118,7 +2183,7 @@ public:
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Matrix coefficient defined as the transpose a matrix coefficient
|
||||
/// Matrix coefficient defined as the transpose of a matrix coefficient
|
||||
class TransposeMatrixCoefficient : public MatrixCoefficient
|
||||
{
|
||||
private:
|
||||
@@ -2141,7 +2206,7 @@ public:
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Matrix coefficient defined as the inverse a matrix coefficient.
|
||||
/// Matrix coefficient defined as the inverse of a matrix coefficient.
|
||||
class InverseMatrixCoefficient : public MatrixCoefficient
|
||||
{
|
||||
private:
|
||||
@@ -2164,6 +2229,29 @@ public:
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Matrix coefficient defined as the exponential of a matrix coefficient.
|
||||
class ExponentialMatrixCoefficient : public MatrixCoefficient
|
||||
{
|
||||
private:
|
||||
MatrixCoefficient * a;
|
||||
|
||||
public:
|
||||
/// Construct the matrix coefficient. Result is $ \exp(A) $.
|
||||
ExponentialMatrixCoefficient(MatrixCoefficient &A);
|
||||
|
||||
/// Set the time for internally stored coefficients
|
||||
void SetTime(real_t t);
|
||||
|
||||
/// Reset the matrix coefficient
|
||||
void SetACoef(MatrixCoefficient &A) { a = &A; }
|
||||
/// Return the matrix coefficient
|
||||
MatrixCoefficient * GetACoef() const { return a; }
|
||||
|
||||
/// Evaluate the matrix coefficient at @a ip.
|
||||
virtual void Eval(DenseMatrix &M, ElementTransformation &T,
|
||||
const IntegrationPoint &ip);
|
||||
};
|
||||
|
||||
/// Matrix coefficient defined as the outer product of two vector coefficients.
|
||||
class OuterProductCoefficient : public MatrixCoefficient
|
||||
{
|
||||
|
||||
+63
-41
@@ -1321,9 +1321,9 @@ void GridFunction::ProjectVectorFieldOn(GridFunction &vec_field, int comp)
|
||||
}
|
||||
}
|
||||
|
||||
void GridFunction::AccumulateAndCountDerivativeValues(int comp, int der_comp,
|
||||
GridFunction &der,
|
||||
Array<int> &zones_per_dof)
|
||||
void GridFunction::AccumulateAndCountDerivativeValues(
|
||||
int comp, int der_comp, GridFunction &der,
|
||||
Array<int> &zones_per_dof) const
|
||||
{
|
||||
FiniteElementSpace * der_fes = der.FESpace();
|
||||
ElementTransformation * transf;
|
||||
@@ -1374,7 +1374,8 @@ void GridFunction::AccumulateAndCountDerivativeValues(int comp, int der_comp,
|
||||
}
|
||||
}
|
||||
|
||||
void GridFunction::GetDerivative(int comp, int der_comp, GridFunction &der)
|
||||
void GridFunction::GetDerivative(int comp, int der_comp,
|
||||
GridFunction &der) const
|
||||
{
|
||||
Array<int> overlap;
|
||||
AccumulateAndCountDerivativeValues(comp, der_comp, der, overlap);
|
||||
@@ -2061,41 +2062,37 @@ void GridFunction::AccumulateAndCountBdrValues(
|
||||
Coefficient *coeff[], VectorCoefficient *vcoeff, const Array<int> &attr,
|
||||
Array<int> &values_counter)
|
||||
{
|
||||
int i, j, fdof, d, ind, vdim;
|
||||
real_t val;
|
||||
const FiniteElement *fe;
|
||||
ElementTransformation *transf;
|
||||
Array<int> vdofs;
|
||||
Vector vc;
|
||||
|
||||
values_counter.SetSize(Size());
|
||||
values_counter = 0;
|
||||
|
||||
vdim = fes->GetVDim();
|
||||
|
||||
const int vdim = fes->GetVDim();
|
||||
HostReadWrite();
|
||||
|
||||
for (i = 0; i < fes->GetNBE(); i++)
|
||||
for (int i = 0; i < fes->GetNBE(); i++)
|
||||
{
|
||||
if (attr[fes->GetBdrAttribute(i) - 1] == 0) { continue; }
|
||||
|
||||
fe = fes->GetBE(i);
|
||||
fdof = fe->GetDof();
|
||||
transf = fes->GetBdrElementTransformation(i);
|
||||
const FiniteElement *fe = fes->GetBE(i);
|
||||
const int fdof = fe->GetDof();
|
||||
ElementTransformation *transf = fes->GetBdrElementTransformation(i);
|
||||
const IntegrationRule &ir = fe->GetNodes();
|
||||
fes->GetBdrElementVDofs(i, vdofs);
|
||||
|
||||
for (j = 0; j < fdof; j++)
|
||||
for (int j = 0; j < fdof; j++)
|
||||
{
|
||||
const IntegrationPoint &ip = ir.IntPoint(j);
|
||||
transf->SetIntPoint(&ip);
|
||||
if (vcoeff) { vcoeff->Eval(vc, *transf, ip); }
|
||||
for (d = 0; d < vdim; d++)
|
||||
for (int d = 0; d < vdim; d++)
|
||||
{
|
||||
if (!vcoeff && !coeff[d]) { continue; }
|
||||
|
||||
val = vcoeff ? vc(d) : coeff[d]->Eval(*transf, ip);
|
||||
if ( (ind = vdofs[fdof*d+j]) < 0 )
|
||||
real_t val = vcoeff ? vc(d) : coeff[d]->Eval(*transf, ip);
|
||||
int ind = vdofs[fdof*d+j];
|
||||
if ( ind < 0 )
|
||||
{
|
||||
val = -val, ind = -1-ind;
|
||||
}
|
||||
@@ -2117,10 +2114,11 @@ void GridFunction::AccumulateAndCountBdrValues(
|
||||
// iff A_ij != 0. It is sufficient to resolve just the first level of
|
||||
// dependency, since A is a projection matrix: A^n = A due to cR.cP = I.
|
||||
// Cases like these arise in 3D when boundary edges are constrained by
|
||||
// (depend on) internal faces/elements. We use the virtual method
|
||||
// GetBoundaryClosure from NCMesh to resolve the dependencies.
|
||||
|
||||
if (fes->Nonconforming() && fes->GetMesh()->Dimension() == 3)
|
||||
// (depend on) internal faces/elements, or for internal boundaries in 2 or
|
||||
// 3D. We use the virtual method GetBoundaryClosure from NCMesh to resolve
|
||||
// the dependencies.
|
||||
if (fes->Nonconforming() && (fes->GetMesh()->Dimension() == 2 ||
|
||||
fes->GetMesh()->Dimension() == 3))
|
||||
{
|
||||
Vector vals;
|
||||
Mesh *mesh = fes->GetMesh();
|
||||
@@ -2128,26 +2126,19 @@ void GridFunction::AccumulateAndCountBdrValues(
|
||||
Array<int> bdr_edges, bdr_vertices, bdr_faces;
|
||||
ncmesh->GetBoundaryClosure(attr, bdr_vertices, bdr_edges, bdr_faces);
|
||||
|
||||
for (i = 0; i < bdr_edges.Size(); i++)
|
||||
auto mark_dofs = [&](ElementTransformation &transf, const FiniteElement &fe)
|
||||
{
|
||||
int edge = bdr_edges[i];
|
||||
fes->GetEdgeVDofs(edge, vdofs);
|
||||
if (vdofs.Size() == 0) { continue; }
|
||||
|
||||
transf = mesh->GetEdgeTransformation(edge);
|
||||
transf->Attribute = -1; // TODO: set the boundary attribute
|
||||
fe = fes->GetEdgeElement(edge);
|
||||
if (!vcoeff)
|
||||
{
|
||||
vals.SetSize(fe->GetDof());
|
||||
for (d = 0; d < vdim; d++)
|
||||
vals.SetSize(fe.GetDof());
|
||||
for (int d = 0; d < vdim; d++)
|
||||
{
|
||||
if (!coeff[d]) { continue; }
|
||||
|
||||
fe->Project(*coeff[d], *transf, vals);
|
||||
fe.Project(*coeff[d], transf, vals);
|
||||
for (int k = 0; k < vals.Size(); k++)
|
||||
{
|
||||
ind = vdofs[d*vals.Size()+k];
|
||||
const int ind = vdofs[d*vals.Size()+k];
|
||||
if (++values_counter[ind] == 1)
|
||||
{
|
||||
(*this)(ind) = vals(k);
|
||||
@@ -2161,11 +2152,11 @@ void GridFunction::AccumulateAndCountBdrValues(
|
||||
}
|
||||
else // vcoeff != NULL
|
||||
{
|
||||
vals.SetSize(vdim*fe->GetDof());
|
||||
fe->Project(*vcoeff, *transf, vals);
|
||||
vals.SetSize(vdim*fe.GetDof());
|
||||
fe.Project(*vcoeff, transf, vals);
|
||||
for (int k = 0; k < vals.Size(); k++)
|
||||
{
|
||||
ind = vdofs[k];
|
||||
const int ind = vdofs[k];
|
||||
if (++values_counter[ind] == 1)
|
||||
{
|
||||
(*this)(ind) = vals(k);
|
||||
@@ -2176,6 +2167,26 @@ void GridFunction::AccumulateAndCountBdrValues(
|
||||
}
|
||||
}
|
||||
}
|
||||
};
|
||||
|
||||
for (auto edge : bdr_edges)
|
||||
{
|
||||
fes->GetEdgeVDofs(edge, vdofs);
|
||||
if (vdofs.Size() == 0) { continue; }
|
||||
|
||||
ElementTransformation *transf = mesh->GetEdgeTransformation(edge);
|
||||
const FiniteElement *fe = fes->GetEdgeElement(edge);
|
||||
mark_dofs(*transf, *fe);
|
||||
}
|
||||
|
||||
for (auto face : bdr_faces)
|
||||
{
|
||||
fes->GetFaceVDofs(face, vdofs);
|
||||
if (vdofs.Size() == 0) { continue; }
|
||||
|
||||
ElementTransformation *transf = mesh->GetFaceTransformation(face);
|
||||
const FiniteElement *fe = fes->GetFaceElement(face);
|
||||
mark_dofs(*transf, *fe);
|
||||
}
|
||||
}
|
||||
}
|
||||
@@ -2228,26 +2239,37 @@ void GridFunction::AccumulateAndCountBdrTangentValues(
|
||||
accumulate_dofs(dofs, lvec, *this, values_counter);
|
||||
}
|
||||
|
||||
if (fes->Nonconforming() && fes->GetMesh()->Dimension() == 3)
|
||||
if (fes->Nonconforming() && (fes->GetMesh()->Dimension() == 2 ||
|
||||
fes->GetMesh()->Dimension() == 3))
|
||||
{
|
||||
Mesh *mesh = fes->GetMesh();
|
||||
NCMesh *ncmesh = mesh->ncmesh;
|
||||
Array<int> bdr_edges, bdr_vertices, bdr_faces;
|
||||
ncmesh->GetBoundaryClosure(bdr_attr, bdr_vertices, bdr_edges, bdr_faces);
|
||||
|
||||
for (int i = 0; i < bdr_edges.Size(); i++)
|
||||
for (auto edge : bdr_edges)
|
||||
{
|
||||
int edge = bdr_edges[i];
|
||||
fes->GetEdgeDofs(edge, dofs);
|
||||
if (dofs.Size() == 0) { continue; }
|
||||
|
||||
T = mesh->GetEdgeTransformation(edge);
|
||||
T->Attribute = -1; // TODO: set the boundary attribute
|
||||
fe = fes->GetEdgeElement(edge);
|
||||
lvec.SetSize(fe->GetDof());
|
||||
fe->Project(vcoeff, *T, lvec);
|
||||
accumulate_dofs(dofs, lvec, *this, values_counter);
|
||||
}
|
||||
|
||||
for (auto face : bdr_faces)
|
||||
{
|
||||
fes->GetFaceDofs(face, dofs);
|
||||
if (dofs.Size() == 0) { continue; }
|
||||
|
||||
T = mesh->GetFaceTransformation(face);
|
||||
fe = fes->GetFaceElement(face);
|
||||
lvec.SetSize(fe->GetDof());
|
||||
fe->Project(vcoeff, *T, lvec);
|
||||
accumulate_dofs(dofs, lvec, *this, values_counter);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
+2
-2
@@ -321,7 +321,7 @@ public:
|
||||
@param[out] der The resulting derivative (scalar function). The
|
||||
FiniteElementSpace of this function must be set
|
||||
before the call. */
|
||||
void GetDerivative(int comp, int der_comp, GridFunction &der);
|
||||
void GetDerivative(int comp, int der_comp, GridFunction &der) const;
|
||||
|
||||
real_t GetDivergence(ElementTransformation &tr) const;
|
||||
|
||||
@@ -443,7 +443,7 @@ protected:
|
||||
GetDerivative() method; see its documentation. */
|
||||
void AccumulateAndCountDerivativeValues(int comp, int der_comp,
|
||||
GridFunction &der,
|
||||
Array<int> &zones_per_dof);
|
||||
Array<int> &zones_per_dof) const;
|
||||
|
||||
void AccumulateAndCountBdrValues(Coefficient *coeff[],
|
||||
VectorCoefficient *vcoeff,
|
||||
|
||||
@@ -1393,8 +1393,10 @@ GSOPGSLIB::~GSOPGSLIB()
|
||||
void GSOPGSLIB::UpdateIdentifiers(const Array<long long> &ids)
|
||||
{
|
||||
long long minval = ids.Min();
|
||||
#ifdef MFEM_USE_MPI
|
||||
MPI_Allreduce(MPI_IN_PLACE, &minval, 1, MPI_LONG_LONG_INT,
|
||||
MPI_MIN, gsl_comm->c);
|
||||
#endif
|
||||
MFEM_VERIFY(minval >= 0, "Unique identifier cannot be negative.");
|
||||
if (gsl_data != NULL) { gslib_gs_free(gsl_data); }
|
||||
num_ids = ids.Size();
|
||||
|
||||
+1
-1
@@ -520,7 +520,7 @@ void ParGridFunction::CountElementsPerVDof(Array<int> &elem_per_vdof) const
|
||||
}
|
||||
|
||||
void ParGridFunction::GetDerivative(int comp, int der_comp,
|
||||
ParGridFunction &der)
|
||||
ParGridFunction &der) const
|
||||
{
|
||||
Array<int> overlap;
|
||||
AccumulateAndCountDerivativeValues(comp, der_comp, der, overlap);
|
||||
|
||||
+1
-1
@@ -231,7 +231,7 @@ public:
|
||||
void CountElementsPerVDof(Array<int> &elem_per_vdof) const override;
|
||||
|
||||
/// Parallel version of GridFunction::GetDerivative(); see its documentation.
|
||||
void GetDerivative(int comp, int der_comp, ParGridFunction &der);
|
||||
void GetDerivative(int comp, int der_comp, ParGridFunction &der) const;
|
||||
|
||||
/** Sets the output vector @a dof_vals to the values of the degrees of
|
||||
freedom of element @a el. If @a el is greater than or equal to the number
|
||||
|
||||
+235
-124
@@ -2949,6 +2949,15 @@ void TMOP_Integrator::EnableSurfaceFitting(const GridFunction &s0,
|
||||
MFEM_VERIFY(surf_fit_pos == NULL,
|
||||
"Using both fitting approaches is not supported.");
|
||||
|
||||
const int dim = s0.FESpace()->GetMesh()->Dimension();
|
||||
Mesh *mesh = s0.FESpace()->GetMesh();
|
||||
MFEM_VERIFY(mesh->GetNodes()->Size() == dim*s0.Size(),
|
||||
"Mesh and level-set polynomial order must be the same.");
|
||||
const H1_FECollection *fec = dynamic_cast<const H1_FECollection *>
|
||||
(s0.FESpace()->FEColl());
|
||||
MFEM_VERIFY(fec, "Only H1_FECollection is supported for the surface fitting "
|
||||
"grid function.");
|
||||
|
||||
delete surf_fit_gf;
|
||||
surf_fit_gf = new GridFunction(s0);
|
||||
surf_fit_gf->CountElementsPerVDof(surf_fit_dof_count);
|
||||
@@ -2987,12 +2996,24 @@ void TMOP_Integrator::EnableSurfaceFitting(const GridFunction &pos,
|
||||
void TMOP_Integrator::EnableSurfaceFitting(const ParGridFunction &s0,
|
||||
const Array<bool> &smarker,
|
||||
Coefficient &coeff,
|
||||
AdaptivityEvaluator &ae)
|
||||
AdaptivityEvaluator &ae,
|
||||
AdaptivityEvaluator *aegrad,
|
||||
AdaptivityEvaluator *aehess)
|
||||
{
|
||||
// To have both we must duplicate the markers.
|
||||
MFEM_VERIFY(surf_fit_pos == NULL,
|
||||
"Using both fitting approaches is not supported.");
|
||||
|
||||
const int dim = s0.FESpace()->GetMesh()->Dimension();
|
||||
ParMesh *pmesh = s0.ParFESpace()->GetParMesh();
|
||||
MFEM_VERIFY(pmesh->GetNodes()->Size() == dim*s0.Size(),
|
||||
"Mesh and level-set polynomial order must be the same.");
|
||||
const H1_FECollection *fec = dynamic_cast<const H1_FECollection *>
|
||||
(s0.FESpace()->FEColl());
|
||||
MFEM_VERIFY(fec, "Only H1_FECollection is supported for the surface fitting "
|
||||
"grid function.");
|
||||
|
||||
|
||||
delete surf_fit_gf;
|
||||
surf_fit_gf = new GridFunction(s0);
|
||||
s0.CountElementsPerVDof(surf_fit_dof_count);
|
||||
@@ -3000,11 +3021,80 @@ void TMOP_Integrator::EnableSurfaceFitting(const ParGridFunction &s0,
|
||||
surf_fit_coeff = &coeff;
|
||||
surf_fit_eval = &ae;
|
||||
|
||||
surf_fit_eval->SetParMetaInfo(*s0.ParFESpace()->GetParMesh(),
|
||||
*s0.ParFESpace());
|
||||
surf_fit_eval->SetParMetaInfo(*pmesh, *s0.ParFESpace());
|
||||
surf_fit_eval->SetInitialField
|
||||
(*surf_fit_gf->FESpace()->GetMesh()->GetNodes(), *surf_fit_gf);
|
||||
surf_fit_gf_bg = false;
|
||||
|
||||
if (!aegrad) { return; }
|
||||
|
||||
MFEM_VERIFY(aehess, "AdaptivityEvaluator for Hessians must be provided too.");
|
||||
|
||||
ParFiniteElementSpace *fes = s0.ParFESpace();
|
||||
|
||||
// FE space for gradients.
|
||||
delete surf_fit_grad;
|
||||
H1_FECollection *fec_grad = new H1_FECollection(fec->GetOrder(), dim,
|
||||
fec->GetBasisType());
|
||||
ParFiniteElementSpace *fes_grad = new ParFiniteElementSpace(pmesh, fec_grad,
|
||||
dim);
|
||||
// Initial gradients.
|
||||
surf_fit_grad = new GridFunction(fes_grad);
|
||||
surf_fit_grad->MakeOwner(fec_grad);
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
ParGridFunction surf_fit_grad_comp(fes, surf_fit_grad->GetData()+d*s0.Size());
|
||||
s0.GetDerivative(1, d, surf_fit_grad_comp);
|
||||
}
|
||||
surf_fit_eval_grad = aegrad;
|
||||
surf_fit_eval_grad->SetParMetaInfo(*pmesh, *fes_grad);
|
||||
surf_fit_eval_grad->SetInitialField(*pmesh->GetNodes(), *surf_fit_grad);
|
||||
|
||||
// FE space for Hessians.
|
||||
delete surf_fit_hess;
|
||||
H1_FECollection *fec_hess = new H1_FECollection(fec->GetOrder(), dim,
|
||||
fec->GetBasisType());
|
||||
ParFiniteElementSpace *fes_hess = new ParFiniteElementSpace(pmesh, fec_hess,
|
||||
dim*dim);
|
||||
// Initial Hessians.
|
||||
surf_fit_hess = new GridFunction(fes_hess);
|
||||
surf_fit_hess->MakeOwner(fec_hess);
|
||||
int id = 0;
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
for (int idir = 0; idir < dim; idir++)
|
||||
{
|
||||
ParGridFunction surf_fit_grad_comp(fes,
|
||||
surf_fit_grad->GetData()+d*s0.Size());
|
||||
ParGridFunction surf_fit_hess_comp(fes,
|
||||
surf_fit_hess->GetData()+id*s0.Size());
|
||||
surf_fit_grad_comp.GetDerivative(1, idir, surf_fit_hess_comp);
|
||||
id++;
|
||||
}
|
||||
}
|
||||
surf_fit_eval_hess = aehess;
|
||||
surf_fit_eval_hess->SetParMetaInfo(*pmesh, *fes_hess);
|
||||
surf_fit_eval_hess->SetInitialField(*pmesh->GetNodes(), *surf_fit_hess);
|
||||
|
||||
// Store DOF indices that are marked for fitting. Used to reduce work for
|
||||
// transferring information between source/background and current mesh.
|
||||
surf_fit_marker_dof_index.SetSize(0);
|
||||
#ifdef MFEM_USE_GSLIB
|
||||
if (dynamic_cast<InterpolatorFP *>(surf_fit_eval) &&
|
||||
dynamic_cast<InterpolatorFP *>(surf_fit_eval_grad) &&
|
||||
dynamic_cast<InterpolatorFP *>(surf_fit_eval_hess))
|
||||
{
|
||||
for (int i = 0; i < surf_fit_marker->Size(); i++)
|
||||
{
|
||||
if ((*surf_fit_marker)[i] == true)
|
||||
{
|
||||
surf_fit_marker_dof_index.Append(i);
|
||||
}
|
||||
}
|
||||
}
|
||||
#endif
|
||||
|
||||
*surf_fit_grad = 0.0;
|
||||
*surf_fit_hess = 0.0;
|
||||
}
|
||||
|
||||
void TMOP_Integrator::EnableSurfaceFittingFromSource(
|
||||
@@ -3022,12 +3112,10 @@ void TMOP_Integrator::EnableSurfaceFittingFromSource(
|
||||
// Setup for level set function
|
||||
delete surf_fit_gf;
|
||||
surf_fit_gf = new GridFunction(s0);
|
||||
*surf_fit_gf = 0.0;
|
||||
surf_fit_marker = &smarker;
|
||||
surf_fit_coeff = &coeff;
|
||||
surf_fit_eval = &ae;
|
||||
|
||||
surf_fit_gf_bg = true;
|
||||
surf_fit_eval->SetParMetaInfo(*s_bg.ParFESpace()->GetParMesh(),
|
||||
*s_bg.ParFESpace());
|
||||
surf_fit_eval->SetInitialField
|
||||
@@ -3044,11 +3132,11 @@ void TMOP_Integrator::EnableSurfaceFittingFromSource(
|
||||
delete surf_fit_grad;
|
||||
surf_fit_grad = new GridFunction(s0_grad);
|
||||
*surf_fit_grad = 0.0;
|
||||
surf_fit_eval_bg_grad = &age;
|
||||
surf_fit_eval_bg_hess = &ahe;
|
||||
surf_fit_eval_bg_grad->SetParMetaInfo(*s_bg_grad.ParFESpace()->GetParMesh(),
|
||||
*s_bg_grad.ParFESpace());
|
||||
surf_fit_eval_bg_grad->SetInitialField
|
||||
surf_fit_eval_grad = &age;
|
||||
surf_fit_eval_hess = &ahe;
|
||||
surf_fit_eval_grad->SetParMetaInfo(*s_bg_grad.ParFESpace()->GetParMesh(),
|
||||
*s_bg_grad.ParFESpace());
|
||||
surf_fit_eval_grad->SetInitialField
|
||||
(*s_bg_grad.FESpace()->GetMesh()->GetNodes(), s_bg_grad);
|
||||
|
||||
// Setup for Hessian on background mesh
|
||||
@@ -3059,9 +3147,9 @@ void TMOP_Integrator::EnableSurfaceFittingFromSource(
|
||||
delete surf_fit_hess;
|
||||
surf_fit_hess = new GridFunction(s0_hess);
|
||||
*surf_fit_hess = 0.0;
|
||||
surf_fit_eval_bg_hess->SetParMetaInfo(*s_bg_hess.ParFESpace()->GetParMesh(),
|
||||
*s_bg_hess.ParFESpace());
|
||||
surf_fit_eval_bg_hess->SetInitialField
|
||||
surf_fit_eval_hess->SetParMetaInfo(*s_bg_hess.ParFESpace()->GetParMesh(),
|
||||
*s_bg_hess.ParFESpace());
|
||||
surf_fit_eval_hess->SetInitialField
|
||||
(*s_bg_hess.FESpace()->GetMesh()->GetNodes(), s_bg_hess);
|
||||
|
||||
// Count number of zones that share each of the DOFs
|
||||
@@ -3866,7 +3954,7 @@ void TMOP_Integrator::AssembleElemVecSurfFit(const FiniteElement &el_x,
|
||||
|
||||
Vector sigma_e(dof_s);
|
||||
DenseMatrix surf_fit_grad_e(dof_s, dim);
|
||||
if (surf_fit_gf || surf_fit_gf_bg)
|
||||
if (surf_fit_gf)
|
||||
{
|
||||
surf_fit_gf->GetSubVector(vdofs, sigma_e);
|
||||
|
||||
@@ -3874,7 +3962,7 @@ void TMOP_Integrator::AssembleElemVecSurfFit(const FiniteElement &el_x,
|
||||
// The FE coefficients of the gradient go in surf_fit_grad_e.
|
||||
Vector grad_ptr(surf_fit_grad_e.GetData(), dof_s * dim);
|
||||
DenseMatrix grad_phys; // This will be (dof x dim, dof).
|
||||
if (surf_fit_gf_bg)
|
||||
if (surf_fit_grad)
|
||||
{
|
||||
surf_fit_grad->FESpace()->GetElementVDofs(el_id, dofs);
|
||||
surf_fit_grad->GetSubVector(dofs, grad_ptr);
|
||||
@@ -3948,7 +4036,7 @@ void TMOP_Integrator::AssembleElemGradSurfFit(const FiniteElement &el_x,
|
||||
Vector sigma_e(dof_s);
|
||||
DenseMatrix surf_fit_grad_e(dof_s, dim);
|
||||
DenseMatrix surf_fit_hess_e(dof_s, dim*dim);
|
||||
if (surf_fit_gf || surf_fit_gf_bg)
|
||||
if (surf_fit_gf)
|
||||
{
|
||||
surf_fit_gf->GetSubVector(vdofs, sigma_e);
|
||||
|
||||
@@ -3956,7 +4044,7 @@ void TMOP_Integrator::AssembleElemGradSurfFit(const FiniteElement &el_x,
|
||||
// The FE coefficients of the gradient go in surf_fit_grad_e.
|
||||
Vector grad_ptr(surf_fit_grad_e.GetData(), dof_s * dim);
|
||||
DenseMatrix grad_phys; // This will be (dof x dim, dof).
|
||||
if (surf_fit_gf_bg)
|
||||
if (surf_fit_grad)
|
||||
{
|
||||
surf_fit_grad->FESpace()->GetElementVDofs(el_id, dofs);
|
||||
surf_fit_grad->GetSubVector(dofs, grad_ptr);
|
||||
@@ -3970,7 +4058,7 @@ void TMOP_Integrator::AssembleElemGradSurfFit(const FiniteElement &el_x,
|
||||
// Project the Hessian of sigma in the same space.
|
||||
// The FE coefficients of the Hessian go in surf_fit_hess_e.
|
||||
Vector hess_ptr(surf_fit_hess_e.GetData(), dof_s*dim*dim);
|
||||
if (surf_fit_gf_bg)
|
||||
if (surf_fit_hess)
|
||||
{
|
||||
surf_fit_hess->FESpace()->GetElementVDofs(el_id, dofs);
|
||||
surf_fit_hess->GetSubVector(dofs, hess_ptr);
|
||||
@@ -3997,7 +4085,7 @@ void TMOP_Integrator::AssembleElemGradSurfFit(const FiniteElement &el_x,
|
||||
Tpr.SetIntPoint(&ip);
|
||||
real_t w = surf_fit_normal * surf_fit_coeff->Eval(Tpr, ip);
|
||||
|
||||
if (surf_fit_gf || surf_fit_gf_bg)
|
||||
if (surf_fit_gf)
|
||||
{
|
||||
Vector gg_ptr(surf_fit_hess_s.GetData(), dim * dim);
|
||||
surf_fit_hess_e.GetRow(s, gg_ptr);
|
||||
@@ -4379,6 +4467,130 @@ void TMOP_Integrator::ComputeMinJac(const Vector &x,
|
||||
dx = detv_avg_min / dxscale;
|
||||
}
|
||||
|
||||
void TMOP_Integrator::RemapSurfaceFittingLevelSetAtNodes(const Vector &new_x,
|
||||
int new_x_ordering)
|
||||
{
|
||||
if (!surf_fit_gf) { return; }
|
||||
|
||||
if (surf_fit_marker_dof_index.Size())
|
||||
{
|
||||
// Interpolate information only at DOFs marked for fitting.
|
||||
const int dim = surf_fit_gf->FESpace()->GetMesh()->Dimension();
|
||||
const int cnt = surf_fit_marker_dof_index.Size();
|
||||
const int total_cnt = new_x.Size()/dim;
|
||||
Vector new_x_sorted(cnt*dim);
|
||||
if (new_x_ordering == 0)
|
||||
{
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
new_x_sorted(i + d*cnt) = new_x(dof_index + d*total_cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
new_x_sorted(d + i*dim) = new_x(d + dof_index*dim);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
// Interpolate values of the LS.
|
||||
Vector surf_fit_gf_int, surf_fit_grad_int, surf_fit_hess_int;
|
||||
surf_fit_eval->ComputeAtNewPosition(new_x_sorted, surf_fit_gf_int,
|
||||
new_x_ordering);
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_gf)[dof_index] = surf_fit_gf_int(i);
|
||||
}
|
||||
|
||||
// Interpolate gradients of the LS.
|
||||
surf_fit_eval_grad->ComputeAtNewPosition(new_x_sorted, surf_fit_grad_int,
|
||||
new_x_ordering);
|
||||
// Assumes surf_fit_grad and surf_fit_gf share the same space
|
||||
const int grad_dim = surf_fit_grad->VectorDim();
|
||||
const int grad_cnt = surf_fit_grad->Size()/grad_dim;
|
||||
if (surf_fit_grad->FESpace()->GetOrdering() == Ordering::byNODES)
|
||||
{
|
||||
for (int d = 0; d < grad_dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_grad)[dof_index + d*grad_cnt] =
|
||||
surf_fit_grad_int(i + d*cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < grad_dim; d++)
|
||||
{
|
||||
(*surf_fit_grad)[dof_index*grad_dim + d] =
|
||||
surf_fit_grad_int(i*grad_dim + d);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
// Interpolate Hessians of the LS.
|
||||
surf_fit_eval_hess->ComputeAtNewPosition(new_x_sorted, surf_fit_hess_int,
|
||||
new_x_ordering);
|
||||
// Assumes surf_fit_hess and surf_fit_gf share the same space
|
||||
const int hess_dim = surf_fit_hess->VectorDim();
|
||||
const int hess_cnt = surf_fit_hess->Size()/hess_dim;
|
||||
if (surf_fit_hess->FESpace()->GetOrdering() == Ordering::byNODES)
|
||||
{
|
||||
for (int d = 0; d < hess_dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_hess)[dof_index + d*hess_cnt] =
|
||||
surf_fit_hess_int(i + d*cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < hess_dim; d++)
|
||||
{
|
||||
(*surf_fit_hess)[dof_index*hess_dim + d] =
|
||||
surf_fit_hess_int(i*hess_dim + d);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
}
|
||||
else
|
||||
{
|
||||
surf_fit_eval->ComputeAtNewPosition(new_x, *surf_fit_gf, new_x_ordering);
|
||||
if (surf_fit_eval_grad)
|
||||
{
|
||||
surf_fit_eval_grad->ComputeAtNewPosition(new_x, *surf_fit_grad,
|
||||
new_x_ordering);
|
||||
}
|
||||
if (surf_fit_eval_hess)
|
||||
{
|
||||
surf_fit_eval_hess->ComputeAtNewPosition(new_x, *surf_fit_hess,
|
||||
new_x_ordering);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
void TMOP_Integrator::
|
||||
UpdateAfterMeshPositionChange(const Vector &x_new,
|
||||
const FiniteElementSpace &x_fes)
|
||||
@@ -4409,112 +4621,11 @@ UpdateAfterMeshPositionChange(const Vector &x_new,
|
||||
adapt_lim_eval->ComputeAtNewPosition(x_new, *adapt_lim_gf, ordering);
|
||||
}
|
||||
|
||||
// Update surf_fit_gf if surface fitting is enabled.
|
||||
// Update surf_fit_gf (and optionally its gradients) if surface
|
||||
// fitting is enabled.
|
||||
if (surf_fit_gf)
|
||||
{
|
||||
if (surf_fit_gf_bg)
|
||||
{
|
||||
// Interpolate information for only DOFs marked for fitting.
|
||||
const int dim = surf_fit_gf->FESpace()->GetMesh()->Dimension();
|
||||
const int cnt = surf_fit_marker_dof_index.Size();
|
||||
const int total_cnt = x_new.Size()/dim;
|
||||
Vector new_x_sorted(cnt*dim);
|
||||
if (ordering == 0)
|
||||
{
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
new_x_sorted(i + d*cnt) = x_new(dof_index + d*total_cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < dim; d++)
|
||||
{
|
||||
new_x_sorted(d + i*dim) = x_new(d + dof_index*dim);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
Vector surf_fit_gf_int, surf_fit_grad_int, surf_fit_hess_int;
|
||||
surf_fit_eval->ComputeAtNewPosition(
|
||||
new_x_sorted, surf_fit_gf_int, ordering);
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_gf)[dof_index] = surf_fit_gf_int(i);
|
||||
}
|
||||
|
||||
surf_fit_eval_bg_grad->ComputeAtNewPosition(
|
||||
new_x_sorted, surf_fit_grad_int, ordering);
|
||||
// Assumes surf_fit_grad and surf_fit_gf share the same space
|
||||
const int grad_dim = surf_fit_grad->VectorDim();
|
||||
const int grad_cnt = surf_fit_grad->Size()/grad_dim;
|
||||
if (surf_fit_grad->FESpace()->GetOrdering() == Ordering::byNODES)
|
||||
{
|
||||
for (int d = 0; d < grad_dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_grad)[dof_index + d*grad_cnt] =
|
||||
surf_fit_grad_int(i + d*cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < grad_dim; d++)
|
||||
{
|
||||
(*surf_fit_grad)[dof_index*dim + d] =
|
||||
surf_fit_grad_int(i*dim + d);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
surf_fit_eval_bg_hess->ComputeAtNewPosition(
|
||||
new_x_sorted, surf_fit_hess_int, ordering);
|
||||
// Assumes surf_fit_hess and surf_fit_gf share the same space
|
||||
const int hess_dim = surf_fit_hess->VectorDim();
|
||||
const int hess_cnt = surf_fit_hess->Size()/hess_dim;
|
||||
if (surf_fit_hess->FESpace()->GetOrdering() == Ordering::byNODES)
|
||||
{
|
||||
for (int d = 0; d < hess_dim; d++)
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
(*surf_fit_hess)[dof_index + d*hess_cnt] =
|
||||
surf_fit_hess_int(i + d*cnt);
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
for (int i = 0; i < cnt; i++)
|
||||
{
|
||||
int dof_index = surf_fit_marker_dof_index[i];
|
||||
for (int d = 0; d < hess_dim; d++)
|
||||
{
|
||||
(*surf_fit_hess)[dof_index*dim + d] =
|
||||
surf_fit_hess_int(i*dim + d);
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
else
|
||||
{
|
||||
surf_fit_eval->ComputeAtNewPosition(x_new, *surf_fit_gf, ordering);
|
||||
}
|
||||
RemapSurfaceFittingLevelSetAtNodes(x_new, ordering);
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
+18
-10
@@ -1784,12 +1784,11 @@ protected:
|
||||
// Fitting to given physical positions.
|
||||
TMOP_QuadraticLimiter *surf_fit_limiter; // Owned. Created internally.
|
||||
const GridFunction *surf_fit_pos; // Not owned. Positions to fit.
|
||||
real_t surf_fit_normal;
|
||||
bool surf_fit_gf_bg;
|
||||
GridFunction *surf_fit_grad, *surf_fit_hess;
|
||||
AdaptivityEvaluator *surf_fit_eval_bg_grad, *surf_fit_eval_bg_hess;
|
||||
Array<int> surf_fit_dof_count;
|
||||
Array<int> surf_fit_marker_dof_index;
|
||||
real_t surf_fit_normal; // Normalization factor.
|
||||
GridFunction *surf_fit_grad, *surf_fit_hess; // Owned. Created internally.
|
||||
AdaptivityEvaluator *surf_fit_eval_grad, *surf_fit_eval_hess; // Not owned.
|
||||
Array<int> surf_fit_dof_count; // Number of dofs per node.
|
||||
Array<int> surf_fit_marker_dof_index; // Indices of nodes to fit.
|
||||
|
||||
DiscreteAdaptTC *discr_tc;
|
||||
|
||||
@@ -1985,6 +1984,10 @@ protected:
|
||||
real_t ComputeUntanglerMaxMuBarrier(const Vector &x,
|
||||
const FiniteElementSpace &fes);
|
||||
|
||||
// Remaps the internal surface fitting gridfunction object at provided
|
||||
// locations.
|
||||
void RemapSurfaceFittingLevelSetAtNodes(const Vector &new_x,
|
||||
int new_x_ordering);
|
||||
public:
|
||||
/** @param[in] m TMOP_QualityMetric for r-adaptivity (not owned).
|
||||
@param[in] tc Target-matrix construction algorithm to use (not owned).
|
||||
@@ -2000,9 +2003,8 @@ public:
|
||||
surf_fit_marker(NULL), surf_fit_coeff(NULL),
|
||||
surf_fit_gf(NULL), surf_fit_eval(NULL),
|
||||
surf_fit_limiter(NULL), surf_fit_pos(NULL),
|
||||
surf_fit_normal(1.0),
|
||||
surf_fit_gf_bg(false), surf_fit_grad(NULL), surf_fit_hess(NULL),
|
||||
surf_fit_eval_bg_grad(NULL), surf_fit_eval_bg_hess(NULL),
|
||||
surf_fit_normal(1.0), surf_fit_grad(NULL), surf_fit_hess(NULL),
|
||||
surf_fit_eval_grad(NULL), surf_fit_eval_hess(NULL),
|
||||
discr_tc(dynamic_cast<DiscreteAdaptTC *>(tc)),
|
||||
fdflag(false), dxscale(1.0e3), fd_call_flag(false), exact_action(false)
|
||||
{ PA.enabled = false; }
|
||||
@@ -2103,9 +2105,15 @@ public:
|
||||
|
||||
#ifdef MFEM_USE_MPI
|
||||
/// Parallel support for surface fitting to the zero level set of a function.
|
||||
/// Here, we add two optional inputs: @a aegrad and @a aehess. When provided,
|
||||
/// the first and second derivative of the input level set are computed on
|
||||
/// the initial mesh, and @a aegrad and @a aehess are used to remap grad_s(x)
|
||||
/// from grad_s0(x0) and hess_s(x) from hess_s0(x0), respectively.
|
||||
void EnableSurfaceFitting(const ParGridFunction &s0,
|
||||
const Array<bool> &smarker, Coefficient &coeff,
|
||||
AdaptivityEvaluator &ae);
|
||||
AdaptivityEvaluator &ae,
|
||||
AdaptivityEvaluator *aegrad = NULL,
|
||||
AdaptivityEvaluator *aehess = NULL);
|
||||
|
||||
/** @brief Fitting of certain DOFs in the current mesh to the zero level set
|
||||
of a function defined on another (finer) source mesh.
|
||||
|
||||
@@ -134,7 +134,7 @@ int socketbuf::open(const char hostname[], int port)
|
||||
{
|
||||
closesocket(socket_descriptor);
|
||||
socket_descriptor = -2;
|
||||
return -1;
|
||||
continue;
|
||||
}
|
||||
#endif
|
||||
|
||||
@@ -148,7 +148,7 @@ int socketbuf::open(const char hostname[], int port)
|
||||
}
|
||||
|
||||
freeaddrinfo(res);
|
||||
return 0;
|
||||
return (socket_descriptor < 0) ? -1 : 0;
|
||||
}
|
||||
|
||||
int socketbuf::close()
|
||||
|
||||
@@ -532,6 +532,69 @@ MatrixInverse *DenseMatrix::Inverse() const
|
||||
return new DenseMatrixInverse(*this);
|
||||
}
|
||||
|
||||
void DenseMatrix::Exponential()
|
||||
{
|
||||
MFEM_ASSERT(Height() == Width() && Height() <= 2,
|
||||
"The matrix must be square and "
|
||||
<< "of size less than or equal to 2."
|
||||
<< " Height() = " << Height()
|
||||
<< ", Width() = " << Width());
|
||||
|
||||
switch (Height())
|
||||
{
|
||||
case 1:
|
||||
{
|
||||
data[0] = std::exp(data[0]);
|
||||
break;
|
||||
}
|
||||
case 2:
|
||||
{
|
||||
/// Formulas from Corollary 2.4 of doi:10.1109/9.233156
|
||||
/// Note typo in the paper, in the prefactor in the equation under (i).
|
||||
const real_t a = data[0];
|
||||
const real_t b = data[1];
|
||||
const real_t c = data[2];
|
||||
const real_t d = data[3];
|
||||
const real_t e = (a - d)*(a - d) + 4*b*c;
|
||||
const real_t f = std::exp((a + d)/2.0);
|
||||
const real_t g = std::sqrt(std::abs(e)) / 2.0;
|
||||
|
||||
if (e == 0)
|
||||
{
|
||||
data[0] = 1.0 + (a - d)/2.0;
|
||||
data[3] = 1.0 - (a - d)/2.0;
|
||||
}
|
||||
else if (e > 0)
|
||||
{
|
||||
data[0] = std::cosh(g) + (a - d)/2 * std::sinh(g) / g;
|
||||
data[1] = b * std::sinh(g) / g;
|
||||
data[2] = c * std::sinh(g) / g;
|
||||
data[3] = std::cosh(g) - (a - d)/2 * std::sinh(g) / g;
|
||||
}
|
||||
else
|
||||
{
|
||||
data[0] = std::cos(g) + (a - d)/2 * std::sin(g) / g;
|
||||
data[1] = b * std::sin(g) / g;
|
||||
data[2] = c * std::sin(g) / g;
|
||||
data[3] = std::cos(g) - (a - d)/2 * std::sin(g) / g;
|
||||
}
|
||||
for (int i = 0; i < 4; i++)
|
||||
{
|
||||
data[i] *= f;
|
||||
}
|
||||
break;
|
||||
}
|
||||
case 3:
|
||||
{
|
||||
MFEM_ABORT("3x3 matrices are not currently supported");
|
||||
}
|
||||
default:
|
||||
{
|
||||
MFEM_ABORT("Only 1x1 and 2x2 matrices are currently supported");
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
real_t DenseMatrix::Det() const
|
||||
{
|
||||
MFEM_ASSERT(Height() == Width() && Height() > 0,
|
||||
|
||||
@@ -207,6 +207,10 @@ public:
|
||||
/// Replaces the current matrix with its square root inverse
|
||||
void SquareRootInverse();
|
||||
|
||||
/// Replaces the current matrix with its exponential
|
||||
/// (currently only supports 2x2 matrices)
|
||||
void Exponential();
|
||||
|
||||
/// Calculates the determinant of the matrix
|
||||
/// (optimized for 2x2, 3x3, and 4x4 matrices)
|
||||
real_t Det() const;
|
||||
|
||||
+16
-4
@@ -1151,15 +1151,24 @@ void Mesh::ReadXML_VTKMesh(std::istream &input, int &curved, int &read_gf,
|
||||
}
|
||||
if (cells_xml == NULL) { MFEM_ABORT(erstr); }
|
||||
|
||||
// Read the element attributes, which are stored as CellData named "material"
|
||||
// Read the element attributes, which are stored as CellData named either
|
||||
// "material" or "attribute". We prioritize "material" over "attribute" for
|
||||
// backwards compatibility.
|
||||
Array<int> cell_attributes;
|
||||
bool found_attributes = false;
|
||||
for (const XMLElement *cell_data_xml = piece->FirstChildElement();
|
||||
cell_data_xml != NULL;
|
||||
cell_data_xml = cell_data_xml->NextSiblingElement())
|
||||
{
|
||||
if (StringCompare(cell_data_xml->Name(), "CellData")
|
||||
&& StringCompare(cell_data_xml->Attribute("Scalars"), "material"))
|
||||
const bool is_cell_data =
|
||||
StringCompare(cell_data_xml->Name(), "CellData");
|
||||
const bool is_material =
|
||||
StringCompare(cell_data_xml->Attribute("Scalars"), "material");
|
||||
const bool is_attribute =
|
||||
StringCompare(cell_data_xml->Attribute("Scalars"), "attribute");
|
||||
if (is_cell_data && (is_material || (is_attribute && !found_attributes)))
|
||||
{
|
||||
found_attributes = true;
|
||||
const XMLElement *data_xml = cell_data_xml->FirstChildElement();
|
||||
if (data_xml != NULL && StringCompare(data_xml->Name(), "DataArray"))
|
||||
{
|
||||
@@ -1274,6 +1283,7 @@ void Mesh::ReadVTKMesh(std::istream &input, int &curved, int &read_gf,
|
||||
// Read the cell materials
|
||||
// bool found_material = false;
|
||||
Array<int> cell_attributes;
|
||||
bool found_attributes = false;
|
||||
while ((input.good()))
|
||||
{
|
||||
getline(input, buff);
|
||||
@@ -1281,8 +1291,10 @@ void Mesh::ReadVTKMesh(std::istream &input, int &curved, int &read_gf,
|
||||
{
|
||||
break; // We have entered the POINT_DATA block. Quit.
|
||||
}
|
||||
else if (buff.rfind("SCALARS material") == 0)
|
||||
else if (buff.rfind("SCALARS material") == 0 ||
|
||||
(buff.rfind("SCALARS attribute") == 0 && !found_attributes))
|
||||
{
|
||||
found_attributes = true;
|
||||
getline(input, buff); // LOOKUP_TABLE default
|
||||
if (buff.rfind("LOOKUP_TABLE default") != 0)
|
||||
{
|
||||
|
||||
@@ -0,0 +1,637 @@
|
||||
// Parallel contact example
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 1 -testno 4
|
||||
// CG iteration numbers = 105 114 116 115 113 109 113 108 107 114 206 236 268 435 987
|
||||
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 0 -testno 5
|
||||
// CG iteration numbers = 106 116 116 116 115 113 107 107 128 131 531 1437 1318
|
||||
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 0 -testno 6
|
||||
// CG iteration numbers = 18 18 18 18 18 17 17 21 22 46 52 53
|
||||
#include "mfem.hpp"
|
||||
#include <fstream>
|
||||
#include <iostream>
|
||||
#include "ipsolver/ParIPsolver.hpp"
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
double GetBdrElementVolume(int i, Mesh & mesh)
|
||||
{
|
||||
ElementTransformation *et = mesh.GetBdrElementTransformation(i);
|
||||
const IntegrationRule &ir = IntRules.Get(mesh.GetBdrElementGeometry(i),
|
||||
et->OrderJ());
|
||||
double volume = 0.0;
|
||||
for (int j = 0; j < ir.GetNPoints(); j++)
|
||||
{
|
||||
const IntegrationPoint &ip = ir.IntPoint(j);
|
||||
et->SetIntPoint(&ip);
|
||||
volume += ip.weight * et->Weight();
|
||||
}
|
||||
|
||||
return volume;
|
||||
}
|
||||
|
||||
|
||||
double GetBdrArea(int bdrattr, Mesh&mesh)
|
||||
{
|
||||
double area = 0.0;
|
||||
for (int i = 0; i<mesh.GetNBE(); i++)
|
||||
{
|
||||
if (mesh.GetBdrAttribute(i) == bdrattr)
|
||||
{
|
||||
area += GetBdrElementVolume(i,mesh);
|
||||
}
|
||||
}
|
||||
|
||||
MPI_Allreduce(MPI_IN_PLACE,&area,1, MPI_DOUBLE,MPI_SUM,MPI_COMM_WORLD);
|
||||
return area;
|
||||
}
|
||||
|
||||
void OutputData(ostringstream & file_name, double E0, double Ef, int dofs, int constr, int optit, const Array<int> & iters)
|
||||
{
|
||||
file_name << ".csv";
|
||||
std::ofstream outputfile(file_name.str().c_str());
|
||||
//if (!outputfile.is_open())
|
||||
//{
|
||||
// MFEM_ABORT("Failed to open file for writing.\n");
|
||||
//}
|
||||
outputfile << "Initial Energy objective = " << E0 << endl;
|
||||
outputfile << "Final Energy objective = " << Ef << endl;
|
||||
outputfile << "Global number of dofs = " << dofs << endl;
|
||||
outputfile << "Global number of constraints = " << constr << endl;
|
||||
outputfile << "Optimizer number of iterations = " << optit << endl;
|
||||
outputfile << "CG iteration numbers = "; iters.Print(outputfile, iters.Size());
|
||||
outputfile << "OptimizerIteration,CGIterations" << endl;
|
||||
for (int i = 0; i< iters.Size(); i++)
|
||||
{
|
||||
outputfile << i+1 <<","<< iters[i] << endl;
|
||||
}
|
||||
outputfile.close();
|
||||
std::cout << " Data has been written to " << file_name.str().c_str() << endl;
|
||||
}
|
||||
|
||||
int main(int argc, char *argv[])
|
||||
{
|
||||
Mpi::Init();
|
||||
int myid = Mpi::WorldRank();
|
||||
int num_procs = Mpi::WorldSize();
|
||||
Hypre::Init();
|
||||
|
||||
int order = 1;
|
||||
int sref = 1;
|
||||
int pref = 0;
|
||||
Array<int> attr;
|
||||
Array<int> m_attr;
|
||||
bool visualization = true;
|
||||
bool paraview = false;
|
||||
int paraview_plot_every = 1;
|
||||
int SQPrepeat = 1;
|
||||
double linsolverrtol = 1e-10;
|
||||
double linsolveratol = 1e-12;
|
||||
int relax_type = 8;
|
||||
double optimizer_tol = 1e-6;
|
||||
int optimizer_maxit = 20;
|
||||
int linsolver = 2; // PCG - AMG
|
||||
bool elast = false;
|
||||
bool nocontact = false;
|
||||
int testNo = -1; // 0-6
|
||||
int nsteps = 1;
|
||||
bool outputfiles = false;
|
||||
bool doublepass = false;
|
||||
// 1. Parse command-line options.
|
||||
OptionsParser args(argc, argv);
|
||||
args.AddOption(&testNo, "-testno", "--test-number",
|
||||
"Choice of test problem:"
|
||||
"-1: default (original 2 block problem)"
|
||||
"0: not implemented yet"
|
||||
"1: not implemented yet"
|
||||
"2: not implemented yet"
|
||||
"3: not implemented yet"
|
||||
"4: two block problem - diablo"
|
||||
"41: two block problem - twisted"
|
||||
"5: ironing problem"
|
||||
"51: ironing problem extended"
|
||||
"6: nested spheres problem");
|
||||
args.AddOption(&attr, "-at", "--attributes-surf",
|
||||
"Attributes of boundary faces on contact surface for mesh 2.");
|
||||
args.AddOption(&sref, "-sr", "--serial-refinements",
|
||||
"Number of uniform refinements.");
|
||||
args.AddOption(&nsteps, "-nsteps", "--nsteps",
|
||||
"Number of steps.");
|
||||
args.AddOption(&pref, "-pr", "--parallel-refinements",
|
||||
"Number of uniform refinements.");
|
||||
args.AddOption(&linsolverrtol, "-srtol", "--solver-rel-tol",
|
||||
"Linear Solver Relative Tolerance.");
|
||||
args.AddOption(&linsolveratol, "-satol", "--solver-abs-tol",
|
||||
"Linear Solver Abs Tolerance.");
|
||||
args.AddOption(&elast, "-elast", "--elast", "-no-elast",
|
||||
"--no-elast",
|
||||
"Enable or disable AMG Elasticity options.");
|
||||
args.AddOption(&nocontact, "-nocontact", "--nocontact", "-no-nocontact",
|
||||
"--no-nocontact",
|
||||
"Enable or disable AMG solve with no contact for testing.");
|
||||
args.AddOption(&doublepass, "-doublepass", "--double-pass", "-singlepass",
|
||||
"--single-pass",
|
||||
"Enable or disable double pass for contact constraints.");
|
||||
args.AddOption(&optimizer_tol, "-otol", "--optimizer-tol",
|
||||
"Interior Point Solver Tolerance.");
|
||||
args.AddOption(&optimizer_maxit, "-omaxit", "--optimizer-maxit",
|
||||
"Interior Point Solver maximum number of iterations.");
|
||||
args.AddOption(&relax_type, "-rt", "--relax-type",
|
||||
"Selection of Smoother for AMG");
|
||||
args.AddOption(&linsolver, "-ls", "--linear-solver",
|
||||
"Selection of inner linear solver:"
|
||||
"0: mumps,"
|
||||
"1: mumps-reduced,"
|
||||
"2: PCG-AMG-reduced,"
|
||||
"3: PCG- with block-diag(AMG,direct solver)"
|
||||
"4: with static cond of contact dofs");
|
||||
args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
|
||||
"--no-visualization",
|
||||
"Enable or disable GLVis visualization.");
|
||||
args.AddOption(¶view, "-paraview", "--paraview", "-no-paraview",
|
||||
"--no-paraview",
|
||||
"Enable or disable ParaView visualization.");
|
||||
args.AddOption(¶view_plot_every, "-plot_every", "--plot-every",
|
||||
"Output every plot_every pseudotimesteps as a paraview file");
|
||||
args.AddOption(&SQPrepeat, "-nSQPrepeat", "--nSQP-repeats", "Number of times to relinearize and resolve the SQP before incremenetally updating forcing and boundary terms");
|
||||
args.AddOption(&outputfiles, "-out", "--output", "-no-out",
|
||||
"--no-ouput",
|
||||
"Enable or disable ouput to files.");
|
||||
args.Parse();
|
||||
if (!args.Good())
|
||||
{
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintUsage(cout);
|
||||
}
|
||||
return 1;
|
||||
}
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintOptions(cout);
|
||||
}
|
||||
|
||||
if (Mpi::Root())
|
||||
{
|
||||
mfem::out << "Solving test problem number: " << testNo << endl;
|
||||
}
|
||||
|
||||
const char *mesh_file = nullptr;
|
||||
|
||||
switch (testNo)
|
||||
{
|
||||
case -1:
|
||||
mesh_file = "meshes/two-block.mesh";
|
||||
break;
|
||||
case 0:
|
||||
case 1:
|
||||
case 2:
|
||||
case 3:
|
||||
{
|
||||
MFEM_ABORT("Problem not implemented yet");
|
||||
break;
|
||||
}
|
||||
case 4:
|
||||
mesh_file = "meshes/Test4.mesh";
|
||||
break;
|
||||
case 40:
|
||||
mesh_file = "meshes/Test40.mesh";
|
||||
break;
|
||||
case 41:
|
||||
mesh_file = "meshes/Test41.mesh";
|
||||
break;
|
||||
case 42:
|
||||
mesh_file = "meshes/Test42.mesh";
|
||||
break;
|
||||
case 5:
|
||||
mesh_file = "meshes/Test5.mesh";
|
||||
break;
|
||||
case 51:
|
||||
mesh_file = "meshes/Test51.mesh";
|
||||
break;
|
||||
case 6:
|
||||
mesh_file = "meshes/Test6.mesh";
|
||||
break;
|
||||
case 61:
|
||||
// Something wrong with this mesh
|
||||
mesh_file = "meshes/Test61.mesh";
|
||||
break;
|
||||
case 62:
|
||||
mesh_file = "meshes/Test62.mesh";
|
||||
break;
|
||||
default:
|
||||
MFEM_ABORT("Should be unreachable");
|
||||
break;
|
||||
}
|
||||
|
||||
Mesh * mesh = new Mesh(mesh_file,1);
|
||||
for (int i = 0; i<sref; i++)
|
||||
{
|
||||
mesh->UniformRefinement();
|
||||
}
|
||||
|
||||
ParMesh * pmesh = new ParMesh(MPI_COMM_WORLD,*mesh);
|
||||
|
||||
for (int i = 0; i<pref; i++)
|
||||
{
|
||||
pmesh->UniformRefinement();
|
||||
}
|
||||
|
||||
Array<int> ess_bdr_attr;
|
||||
Array<int> ess_bdr_attr_comp;
|
||||
if (testNo == 6 || testNo == 61)
|
||||
{
|
||||
ess_bdr_attr.Append(1); ess_bdr_attr_comp.Append(1);
|
||||
ess_bdr_attr.Append(2); ess_bdr_attr_comp.Append(2);
|
||||
ess_bdr_attr.Append(4); ess_bdr_attr_comp.Append(0);
|
||||
ess_bdr_attr.Append(5); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else if (testNo == 62)
|
||||
{
|
||||
ess_bdr_attr.Append(4); ess_bdr_attr_comp.Append(0);
|
||||
ess_bdr_attr.Append(5); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else if (testNo == 40)
|
||||
{
|
||||
ess_bdr_attr.Append(1); ess_bdr_attr_comp.Append(-1);
|
||||
ess_bdr_attr.Append(10); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else
|
||||
{
|
||||
ess_bdr_attr.Append(2); ess_bdr_attr_comp.Append(-1);
|
||||
ess_bdr_attr.Append(6); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
ParElasticityProblem * prob = new ParElasticityProblem(pmesh,
|
||||
ess_bdr_attr,ess_bdr_attr_comp,
|
||||
order);
|
||||
Vector lambda(prob->GetMesh()->attributes.Max());
|
||||
Vector mu(prob->GetMesh()->attributes.Max());
|
||||
|
||||
if (testNo == -1 )
|
||||
{
|
||||
lambda = 57.6923076923;
|
||||
mu = 38.4615384615;
|
||||
}
|
||||
else if (testNo == 6 || testNo == 61 || testNo == 62)
|
||||
{
|
||||
lambda = (1000*0.3)/(1.3*0.4);
|
||||
mu = 500/(1.3);
|
||||
}
|
||||
else
|
||||
{
|
||||
//lambda = 57.6923076923;
|
||||
//mu = 38.4615384615;
|
||||
//lambda = 0.499 / (1.499 * 0.002);
|
||||
//mu = 1. / (2. * 1.499);
|
||||
lambda[0] = 0.499/(1.499*0.002);
|
||||
lambda[1] = 0.0;
|
||||
mu[0] = 1. / (2. * 1.499);
|
||||
mu[1] = 500.;
|
||||
}
|
||||
|
||||
prob->SetLambda(lambda); prob->SetMu(mu);
|
||||
|
||||
int dim = pmesh->Dimension();
|
||||
Vector ess_values(dim);
|
||||
int essbdr_attr;
|
||||
Array<int> ess_bdr(pmesh->bdr_attributes.Max());
|
||||
|
||||
ess_values = 0.0;
|
||||
|
||||
|
||||
double area = GetBdrArea(3,*mesh);
|
||||
|
||||
// ConstantCoefficient one(-area);
|
||||
ConstantCoefficient one(-1.0);
|
||||
|
||||
std::set<int> mortar_attr;
|
||||
std::set<int> nonmortar_attr;
|
||||
|
||||
if (testNo == 6 || testNo == 61)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_bdr = 0;
|
||||
ess_bdr[0] = 1;
|
||||
ess_bdr[1] = 1;
|
||||
ess_bdr[3] = 1;
|
||||
ess_bdr[4] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
// prob->SetNeumanPressureData(one,ess_bdr);
|
||||
mortar_attr.insert(6);
|
||||
mortar_attr.insert(9);
|
||||
nonmortar_attr.insert(7);
|
||||
nonmortar_attr.insert(8);
|
||||
}
|
||||
else if(testNo == 62)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_bdr = 0;
|
||||
ess_bdr[3] = 1;
|
||||
ess_bdr[4] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
// prob->SetNeumanPressureData(one,ess_bdr);
|
||||
prob->SetNeumanData(0,3,-2.0);
|
||||
mortar_attr.insert(6);
|
||||
mortar_attr.insert(9);
|
||||
nonmortar_attr.insert(7);
|
||||
nonmortar_attr.insert(8);
|
||||
}
|
||||
else
|
||||
{
|
||||
if (testNo == -1 || testNo == 41)
|
||||
{
|
||||
ess_values[0] = 0.1/nsteps;
|
||||
}
|
||||
else
|
||||
{
|
||||
ess_values[2] = 1.0 / 1.4 / nsteps;
|
||||
//ess_values[2] = 0.25 / nsteps;//1.0/1.4/nsteps;
|
||||
// ess_values[0] = -2.0/nsteps;
|
||||
}
|
||||
essbdr_attr = (testNo == 40) ? 1 : 2;
|
||||
ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
// prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
essbdr_attr = (testNo == 40) ? 10 : 6;
|
||||
ess_values = 0.0; ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
// prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
if (testNo == 40)
|
||||
{
|
||||
mortar_attr.insert(4);
|
||||
nonmortar_attr.insert(7);
|
||||
}
|
||||
else
|
||||
{
|
||||
mortar_attr.insert(3);
|
||||
nonmortar_attr.insert(4);
|
||||
}
|
||||
}
|
||||
|
||||
ParFiniteElementSpace * fes = prob->GetFESpace();
|
||||
ParGridFunction x_gf(fes); x_gf = 0.0;
|
||||
ParGridFunction xnew(fes); xnew = 0.0;
|
||||
ParaViewDataCollection * paraview_dc = nullptr;
|
||||
ParMesh pmesh_copy(*pmesh);
|
||||
ParFiniteElementSpace fes_copy(*fes,pmesh_copy);
|
||||
ParGridFunction xcopy_gf(&fes_copy); xcopy_gf = 0.0;
|
||||
|
||||
if (paraview)
|
||||
{
|
||||
std::ostringstream paraview_file_name;
|
||||
paraview_file_name << "QPContact-Test_" << testNo
|
||||
<< "_par_ref_" << pref
|
||||
<< "_ser_ref_" << sref;
|
||||
paraview_dc = new ParaViewDataCollection(paraview_file_name.str(), &pmesh_copy);
|
||||
paraview_dc->SetPrefixPath("ParaView");
|
||||
paraview_dc->SetLevelsOfDetail(1);
|
||||
paraview_dc->SetDataFormat(VTKFormat::BINARY);
|
||||
paraview_dc->SetHighOrderOutput(true);
|
||||
// paraview_dc->RegisterField("u", &x_gf);
|
||||
paraview_dc->RegisterField("u", &xcopy_gf);
|
||||
paraview_dc->SetCycle(0);
|
||||
paraview_dc->SetTime(double(0));
|
||||
paraview_dc->Save();
|
||||
}
|
||||
socketstream sol_sock;
|
||||
if (visualization)
|
||||
{
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
sol_sock.open(vishost, visport);
|
||||
sol_sock.precision(8);
|
||||
}
|
||||
// ParGridFunction coords(prob->GetFESpace());
|
||||
ParGridFunction ref_coords(prob->GetFESpace());
|
||||
ParGridFunction new_coords(prob->GetFESpace());
|
||||
pmesh->GetNodes(new_coords);
|
||||
pmesh->GetNodes(ref_coords);
|
||||
|
||||
Vector xref(x_gf.GetTrueVector().Size());
|
||||
|
||||
HypreParMatrix *dgdu;
|
||||
double p = 1;
|
||||
ConstantCoefficient f(p);
|
||||
|
||||
// SQPrepeat solves on same problem (forcing/boundary conditions)
|
||||
int Nsteps = nsteps * SQPrepeat;
|
||||
|
||||
double pseudotime = 0.0;
|
||||
double pseudotimestep = 1.0 / ((double) nsteps);
|
||||
double paraview_time = 0.0;
|
||||
double paraview_subtimestep = pseudotimestep / ((double) SQPrepeat);
|
||||
int paraview_cycle = 1;
|
||||
|
||||
bool QPConverged;
|
||||
|
||||
std::ofstream numConstraintsStream;
|
||||
std::ostringstream numConstraints_file_name;
|
||||
numConstraints_file_name << "data/numConstraints_ref" << sref << ".dat";
|
||||
if (Mpi::Root)
|
||||
{
|
||||
numConstraintsStream.open(numConstraints_file_name.str(), ios::out | ios::trunc);
|
||||
}
|
||||
|
||||
for (int i = 0; i < nsteps; i++)
|
||||
{
|
||||
pseudotime = ((double) (i + 1)) / ((double) nsteps);
|
||||
for (int j = 0; j < SQPrepeat; j++)
|
||||
{
|
||||
paraview_time = pseudotime + j * paraview_subtimestep;
|
||||
if (testNo == 6)
|
||||
{
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
f.constant = -p * pseudotime;
|
||||
prob->SetNeumanPressureData(f,ess_bdr);
|
||||
// prob->SetNeumanData(0,3,-p*(i+1)/nsteps);
|
||||
}
|
||||
else if (testNo == 4 || testNo == 40 || testNo == 5 || testNo == 51)
|
||||
{
|
||||
ess_bdr = 0;
|
||||
essbdr_attr = (testNo == 40) ? 1 : 2;
|
||||
ess_bdr[essbdr_attr-1] = 1;
|
||||
ess_values = 0.0;
|
||||
//ess_values[2] = 4.0 / 7.0 * pseudotime;
|
||||
//ess_values[2] = 0.25 * pseudotime; //1.0/1.4 * pseudotime;
|
||||
ess_values[2] = 1.0 / 1.4 * pseudotime;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
}
|
||||
else if (testNo == 41)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_values[0] = 0.5 * pseudotime; //0.5/nsteps*(i+1);
|
||||
// ess_values[0] = 0.0;
|
||||
essbdr_attr = 2;
|
||||
ess_bdr[essbdr_attr-1] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
essbdr_attr = 6;
|
||||
ess_values = 0.0;
|
||||
// ess_values[0] = -0.5/nsteps*(i+1);
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "ess_values[0] = " << ess_values[0] << endl;
|
||||
}
|
||||
ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
}
|
||||
|
||||
//xref.Set(1.0, x_gf.GetTrueVector());
|
||||
xref = 0.0;
|
||||
ParContactProblem contact(prob, mortar_attr, nonmortar_attr, &new_coords, doublepass);
|
||||
QPOptParContactProblem qpopt(&contact, xref);
|
||||
int numconstr = contact.GetGlobalNumConstraints();
|
||||
ParInteriorPointSolver optimizer(&qpopt);
|
||||
optimizer.SetTol(optimizer_tol);
|
||||
optimizer.SetMaxIter(optimizer_maxit);
|
||||
optimizer.SetLinearSolver(linsolver);
|
||||
optimizer.SetLinearSolveRelTol(linsolverrtol);
|
||||
optimizer.SetLinearSolveAbsTol(linsolveratol);
|
||||
optimizer.SetLinearSolveRelaxType(relax_type);
|
||||
if (nocontact)
|
||||
{
|
||||
optimizer.EnableNoContactSolve();
|
||||
}
|
||||
if (elast)
|
||||
{
|
||||
optimizer.SetElasticityOptions(prob->GetFESpace());
|
||||
}
|
||||
// ParGridFunction x = prob->GetDisplacementGridFunction();
|
||||
// x.SetTrueVector();
|
||||
// Vector x0 = x.GetTrueVector();
|
||||
|
||||
x_gf.SetTrueVector();
|
||||
|
||||
|
||||
Vector x0 = x_gf.GetTrueVector();
|
||||
int ndofs = x0.Size();
|
||||
Vector xf(ndofs); xf = 0.0;
|
||||
optimizer.Mult(x0, xf);
|
||||
QPConverged = optimizer.GetConverged();
|
||||
|
||||
/* exit if not converged */
|
||||
MFEM_VERIFY(QPConverged, "IPM not converged on QP contact problem");
|
||||
|
||||
|
||||
double Einitial = contact.E(x0);
|
||||
double Efinal = contact.E(xf);
|
||||
Array<int> & CGiterations = optimizer.GetCGIterNumbers();
|
||||
int gndofs = prob->GetGlobalNumDofs();
|
||||
int gnconstraints = contact.GetGlobalNumConstraints();
|
||||
|
||||
//std::ofstream xfStream;
|
||||
//std::ostringstream xf_file_name;
|
||||
//xf_file_name << "data/xf_" << i << ".dat";
|
||||
//if (Mpi::Root())
|
||||
//{
|
||||
// xfStream.open(xf_file_name.str(), ios::out | ios::trunc);
|
||||
// for (int ii = 0; ii < xf.Size(); ii++)
|
||||
// {
|
||||
// xfStream << xf(ii) << "\n";
|
||||
// }
|
||||
// xfStream.close();
|
||||
//}
|
||||
//if (Mpi::Root)
|
||||
//{
|
||||
// numConstraintsStream.open(numConstraints_file_name.str(), ios::out | ios::trunc);
|
||||
//}
|
||||
|
||||
|
||||
if (Mpi::Root())
|
||||
{
|
||||
|
||||
mfem::out << endl;
|
||||
mfem::out << " Initial Energy objective = " << Einitial << endl;
|
||||
mfem::out << " Final Energy objective = " << Efinal << endl;
|
||||
mfem::out << " Global number of dofs = " << gndofs << endl;
|
||||
mfem::out << " Global number of constraints = " << numconstr << endl;
|
||||
mfem::out << " Optimizer number of iterations = " <<
|
||||
optimizer.GetNumIterations() << endl;
|
||||
if (linsolver == 2 || linsolver == 3 || linsolver == 4)
|
||||
{
|
||||
mfem::out << " CG iteration numbers = " ;
|
||||
CGiterations.Print(mfem::out, CGiterations.Size());
|
||||
}
|
||||
if (nocontact)
|
||||
{
|
||||
Array<int> & CGNoContactIterations = optimizer.GetCGNoContactIterNumbers();
|
||||
mfem::out << " CG no Contact iteration numbers = " ;
|
||||
CGNoContactIterations.Print(mfem::out, CGNoContactIterations.Size());
|
||||
}
|
||||
if (outputfiles)
|
||||
{
|
||||
ostringstream file_name;
|
||||
file_name << "output/Testno-"<<testNo<<"-ref-"<<sref+pref << "-step-" << i;
|
||||
OutputData(file_name, Einitial, Efinal, gndofs,numconstr, optimizer.GetNumIterations(), CGiterations);
|
||||
}
|
||||
numConstraintsStream << gnconstraints << endl;
|
||||
}
|
||||
|
||||
// Vector X_new(xf.GetData(),fes->GetTrueVSize());
|
||||
// xnew.SetFromTrueDofs(X_new);
|
||||
// x_gf = xnew;
|
||||
x_gf.SetFromTrueDofs(xf);
|
||||
// mfem::out << "x_gf norm = " << x_gf.Norml2() << endl;
|
||||
// cin.get();
|
||||
// pmesh->MoveNodes(xnew);
|
||||
// pmesh_copy.MoveNodes(xnew);
|
||||
// pmesh_copy.MoveNodes(xnew);
|
||||
add(ref_coords,x_gf,new_coords);
|
||||
// mfem::out << " ref_coords norm " << ref_coords.Norml2() << endl;
|
||||
// mfem::out << " x_gf norm " << x_gf.Norml2() << endl;
|
||||
// mfem::out << " new_coords norm " << new_coords.Norml2() << endl;
|
||||
// pmesh_copy.SetNodes(new_coords);
|
||||
pmesh_copy.SetNodes(new_coords);
|
||||
xcopy_gf = x_gf;
|
||||
// pmesh_copy.MoveNodes(x_gf);
|
||||
// pmesh_copy.SetNodes(x_gf);
|
||||
if (paraview && ((i+1) % paraview_plot_every == 0 ))
|
||||
{
|
||||
paraview_cycle += 1;
|
||||
paraview_dc->SetCycle(paraview_cycle) ;
|
||||
paraview_dc->SetTime(paraview_time);
|
||||
paraview_dc->Save();
|
||||
}
|
||||
|
||||
if (visualization)
|
||||
{
|
||||
sol_sock << "parallel " << num_procs << " " << myid << "\n"
|
||||
<< "solution\n" << pmesh_copy << x_gf << flush;
|
||||
|
||||
if (i == nsteps - 1 && j == SQPrepeat - 1)
|
||||
{
|
||||
pmesh->MoveNodes(x_gf);
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
socketstream sol_sock1(vishost, visport);
|
||||
sol_sock1 << "parallel " << num_procs << " " << myid << "\n";
|
||||
sol_sock1.precision(8);
|
||||
sol_sock1 << "solution\n" << *pmesh << x_gf << flush;
|
||||
}
|
||||
}
|
||||
if (i == nsteps - 1 && j == SQPrepeat) break;
|
||||
|
||||
prob->UpdateStep();
|
||||
if (testNo == 6 )
|
||||
{
|
||||
double area_new = GetBdrArea(3,*pmesh);
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "New area = " << area_new << endl;
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
if (Mpi::Root)
|
||||
{
|
||||
numConstraintsStream.close();
|
||||
}
|
||||
delete prob;
|
||||
delete pmesh;
|
||||
delete mesh;
|
||||
return 0;
|
||||
}
|
||||
File diff suppressed because it is too large
Load Diff
@@ -0,0 +1,114 @@
|
||||
#include "mfem.hpp"
|
||||
#include "../problems/parproblems.hpp"
|
||||
#include <fstream>
|
||||
#include <iostream>
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
|
||||
#ifndef PARIPSOLVER
|
||||
#define PARIPSOLVER
|
||||
|
||||
class ParInteriorPointSolver
|
||||
{
|
||||
protected:
|
||||
QPOptParContactProblem* problem = nullptr;
|
||||
double OptTol;
|
||||
int max_iter;
|
||||
int iter=0;
|
||||
double mu_k; // \mu_k
|
||||
Vector lk, zlk;
|
||||
|
||||
double sMax, kSig, tauMin, eta, thetaMin, delta, sTheta, sPhi, kMu, thetaMu;
|
||||
double thetaMax, kSoc, gTheta, gPhi, kEps;
|
||||
|
||||
// filter
|
||||
Array<double> F1, F2;
|
||||
|
||||
// quantities computed in lineSearch
|
||||
double alpha, alphaz;
|
||||
double thx0, thxtrial;
|
||||
double phx0, phxtrial;
|
||||
bool descentDirection, switchCondition, sufficientDecrease, lineSearchSuccess, inFilterRegion;
|
||||
double Dxphi0_xhat;
|
||||
|
||||
int dimU, dimM, dimC;
|
||||
int gdimU, gdimM, gdimC;
|
||||
Array<int> block_offsetsumlz, block_offsetsuml, block_offsetsx;
|
||||
Vector ml;
|
||||
|
||||
Vector ckSoc;
|
||||
HypreParMatrix * Huu = nullptr;
|
||||
HypreParMatrix * Hum = nullptr;
|
||||
HypreParMatrix * Hmu = nullptr;
|
||||
HypreParMatrix * Hmm = nullptr;
|
||||
HypreParMatrix * Wmm = nullptr;
|
||||
HypreParMatrix * Ju = nullptr;
|
||||
HypreParMatrix * Jm = nullptr;
|
||||
HypreParMatrix * JuT = nullptr;
|
||||
HypreParMatrix * JmT = nullptr;
|
||||
|
||||
Array<int> cgnum_iterations;
|
||||
Array<int> cgnum_iterations_nocontact;
|
||||
ParFiniteElementSpace *pfes = nullptr;
|
||||
|
||||
int jOpt;
|
||||
bool converged;
|
||||
|
||||
int MyRank;
|
||||
bool iAmRoot;
|
||||
|
||||
bool saveLogBarrierIterates = false;
|
||||
|
||||
int linSolver=0;
|
||||
double linSolveAbsTol = 1e-12;
|
||||
double linSolveRelTol = 1e-6;
|
||||
int relax_type = 8;
|
||||
bool nocontact = false;
|
||||
public:
|
||||
ParInteriorPointSolver(QPOptParContactProblem*);
|
||||
double MaxStepSize(Vector& , Vector& , Vector& , double);
|
||||
double MaxStepSize(Vector& , Vector& , double);
|
||||
void Mult(const BlockVector& , BlockVector&);
|
||||
void Mult(const Vector&, Vector &);
|
||||
void FormIPNewtonMat(BlockVector& , Vector& , Vector& , BlockOperator &);
|
||||
void IPNewtonSolve(BlockVector& , Vector& , Vector& , Vector&, BlockVector& , double, bool);
|
||||
void lineSearch(BlockVector& , BlockVector& , double);
|
||||
void projectZ(const Vector & , Vector &, double);
|
||||
void filterCheck(double, double);
|
||||
double E(const BlockVector &, const Vector &, const Vector &, double, bool);
|
||||
double E(const BlockVector &, const Vector &, const Vector &, bool);
|
||||
bool GetConverged() const;
|
||||
Array<int> & GetCGIterNumbers() {return cgnum_iterations;}
|
||||
Array<int> & GetCGNoContactIterNumbers() {return cgnum_iterations_nocontact;}
|
||||
int GetNumIterations() {return iter;}
|
||||
// TO DO: include Hessian of Lagrangian
|
||||
double theta(const BlockVector &);
|
||||
double phi(const BlockVector &, double);
|
||||
void Dxphi(const BlockVector &, double, BlockVector &);
|
||||
double L(const BlockVector &, const Vector &, const Vector &);
|
||||
void DxL(const BlockVector &, const Vector &, const Vector &, BlockVector &);
|
||||
void SetTol(double);
|
||||
void SetMaxIter(int);
|
||||
void SetBarrierParameter(double);
|
||||
void SaveLogBarrierHessianIterates(bool);
|
||||
void SaveLambda(int);
|
||||
void SaveZl(int);
|
||||
void SetLinearSolver(int);
|
||||
void SetLinearSolveAbsTol(double);
|
||||
void SetLinearSolveRelTol(double);
|
||||
void SetLinearSolveRelaxType(int);
|
||||
|
||||
void SetElasticityOptions(ParFiniteElementSpace * pfes_)
|
||||
{
|
||||
pfes = pfes_;
|
||||
}
|
||||
void EnableNoContactSolve()
|
||||
{
|
||||
nocontact = true;
|
||||
}
|
||||
virtual ~ParInteriorPointSolver();
|
||||
};
|
||||
|
||||
#endif
|
||||
@@ -0,0 +1,109 @@
|
||||
# Copyright (c) 2010-2023, Lawrence Livermore National Security, LLC. Produced
|
||||
# at the Lawrence Livermore National Laboratory. All Rights reserved. See files
|
||||
# LICENSE and NOTICE for details. LLNL-CODE-806117.
|
||||
#
|
||||
# This file is part of the MFEM library. For more information and source code
|
||||
# availability visit https://mfem.org.
|
||||
#
|
||||
# MFEM is free software; you can redistribute it and/or modify it under the
|
||||
# terms of the BSD-3 license. We welcome feedback and contributions, see file
|
||||
# CONTRIBUTING.md for details.
|
||||
|
||||
# Use the MFEM build directory
|
||||
MFEM_DIR ?= ../..
|
||||
MFEM_BUILD_DIR ?= ../..
|
||||
SRC = $(if $(MFEM_DIR:../..=),$(MFEM_DIR)/miniapps/contact/,)
|
||||
CONFIG_MK = $(MFEM_BUILD_DIR)/config/config.mk
|
||||
|
||||
# Include defaults.mk to get XLINKER
|
||||
#DEFAULTS_MK = $(MFEM_DIR)/config/defaults.mk
|
||||
#include $(DEFAULTS_MK)
|
||||
|
||||
MFEM_LIB_FILE = mfem_is_not_built
|
||||
-include $(CONFIG_MK)
|
||||
|
||||
FRAMEWORK_SRC = ipsolver/ParIPsolver.cpp problems/parproblems.cpp problems/parproblems_util.cpp
|
||||
CONTACT_SRC = contact.cpp $(FRAMEWORK_SRC)
|
||||
CONTACT_OBJ = $(CONTACT_SRC:.cpp=.o)
|
||||
|
||||
CONTACT_FDCHECK_SRC = contactFDcheck.cpp $(FRAMEWORK_SRC)
|
||||
CONTACT_FDCHECK_OBJ = $(CONTACT_FDCHECK_SRC:.cpp=.o)
|
||||
|
||||
SCRATCH_SRC = scratch.cpp $(FRAMEWORK_SRC)
|
||||
SCRATCH_OBJ = $(SCRATCH_SRC:.cpp=.o)
|
||||
|
||||
|
||||
SEQ_MINIAPPS =
|
||||
PAR_MINIAPPS = scratch contact contactFDcheck
|
||||
|
||||
ifeq ($(MFEM_USE_MPI),NO)
|
||||
MINIAPPS = $(SEQ_MINIAPPS)
|
||||
else
|
||||
MINIAPPS = $(PAR_MINIAPPS) $(SEQ_MINIAPPS)
|
||||
endif
|
||||
|
||||
COMMON_LIB = -L$(MFEM_BUILD_DIR)/miniapps/common -lmfem-common
|
||||
|
||||
# If MFEM_SHARED is set, add the ../common rpath
|
||||
COMMON_LIB += $(if $(MFEM_SHARED:YES=),,\
|
||||
$(if $(MFEM_USE_CUDA:YES=),$(CXX_XLINKER),$(CUDA_XLINKER))-rpath,$(abspath\
|
||||
$(MFEM_BUILD_DIR)/miniapps/common))
|
||||
|
||||
.SUFFIXES:
|
||||
.SUFFIXES: .o .cpp .mk
|
||||
.PHONY: all lib-common clean clean-build clean-exec
|
||||
|
||||
# Remove built-in rule
|
||||
%: %.cpp
|
||||
%.o: %.cpp
|
||||
|
||||
%.o: $(SRC)%.cpp $(wildcard $(SRC)%.hpp) $(MFEM_LIB_FILE)\
|
||||
$(CONFIG_MK) | lib-common
|
||||
$(MFEM_CXX) $(MFEM_FLAGS) -c $< -o $@
|
||||
|
||||
problems/%.o: $(SRC)problems/%.cpp $(wildcard $(SRC)problems/%.hpp) $(MFEM_LIB_FILE)\
|
||||
$(CONFIG_MK) | lib-common
|
||||
mkdir -p $(@D)
|
||||
$(MFEM_CXX) $(MFEM_FLAGS) -c $< -o $@
|
||||
|
||||
|
||||
all: $(MINIAPPS)
|
||||
|
||||
contact: $(CONTACT_OBJ)
|
||||
$(MFEM_CXX) $(MFEM_LINK_FLAGS) -o $@ $(CONTACT_OBJ) $(COMMON_LIB) $(MFEM_LIBS) \
|
||||
-l$(patsubst lib%,%,$(basename $(notdir $(MFEM_LIB_FILE))))
|
||||
|
||||
contactFDcheck: $(CONTACT_FDCHECK_OBJ)
|
||||
$(MFEM_CXX) $(MFEM_LINK_FLAGS) -o $@ $(CONTACT_FDCHECK_OBJ) $(COMMON_LIB) $(MFEM_LIBS) \
|
||||
-l$(patsubst lib%,%,$(basename $(notdir $(MFEM_LIB_FILE))))
|
||||
|
||||
scratch: $(SCRATCH_OBJ)
|
||||
$(MFEM_CXX) $(MFEM_LINK_FLAGS) -o $@ $(SCRATCH_OBJ) $(COMMON_LIB) $(MFEM_LIBS) \
|
||||
-l$(patsubst lib%,%,$(basename $(notdir $(MFEM_LIB_FILE))))
|
||||
|
||||
|
||||
# Rule for building lib-common
|
||||
lib-common:
|
||||
$(MAKE) -C $(MFEM_BUILD_DIR)/miniapps/common
|
||||
|
||||
MFEM_TESTS = MINIAPPS
|
||||
include $(MFEM_TEST_MK)
|
||||
|
||||
# Testing: Specific execution options
|
||||
RUN_MPI = $(MFEM_MPIEXEC) $(MFEM_MPIEXEC_NP) $(MFEM_MPI_NP)
|
||||
contact-test-par: contact
|
||||
@$(call mfem-test,$<, $(RUN_MPI), pcontact miniapp,)
|
||||
|
||||
# Generate an error message if the MFEM library is not built and exit
|
||||
$(MFEM_LIB_FILE):
|
||||
$(error The MFEM library is not built)
|
||||
|
||||
clean: clean-build clean-exec
|
||||
|
||||
clean-build:
|
||||
rm -f *.o *~ $(PAR_MINIAPPS) $(SEQ_MINIAPPS)
|
||||
rm -f $(CONTACT_OBJ)
|
||||
rm -rf *.dSYM *.TVD.*breakpoints
|
||||
|
||||
clean-exec:
|
||||
@rm -rf ParaView
|
||||
File diff suppressed because it is too large
Load Diff
File diff suppressed because it is too large
Load Diff
@@ -0,0 +1,453 @@
|
||||
MFEM mesh v1.0
|
||||
|
||||
#
|
||||
# MFEM Geometry Types (see mesh/geom.hpp):
|
||||
#
|
||||
# POINT = 0
|
||||
# SEGMENT = 1
|
||||
# TRIANGLE = 2
|
||||
# SQUARE = 3
|
||||
# TETRAHEDRON = 4
|
||||
# CUBE = 5
|
||||
# PRISM = 6
|
||||
# PYRAMID = 7
|
||||
#
|
||||
|
||||
dimension
|
||||
3
|
||||
|
||||
elements
|
||||
89
|
||||
1 5 0 1 5 4 40 41 45 44
|
||||
1 5 40 41 45 44 80 81 85 84
|
||||
1 5 44 45 49 48 84 85 89 88
|
||||
1 5 4 5 9 8 44 45 49 48
|
||||
1 5 5 6 10 9 45 46 50 49
|
||||
1 5 45 46 50 49 85 86 90 89
|
||||
1 5 41 42 46 45 81 82 86 85
|
||||
1 5 1 2 6 5 41 42 46 45
|
||||
1 5 2 3 7 6 42 43 47 46
|
||||
1 5 42 43 47 46 82 83 87 86
|
||||
1 5 6 7 11 10 46 47 51 50
|
||||
1 5 46 47 51 50 86 87 91 90
|
||||
1 5 86 87 91 90 126 127 131 130
|
||||
1 5 82 83 87 86 122 123 127 126
|
||||
1 5 81 82 86 85 121 122 126 125
|
||||
1 5 80 81 85 84 120 121 125 124
|
||||
1 5 84 85 89 88 124 125 129 128
|
||||
1 5 85 86 90 89 125 126 130 129
|
||||
1 5 89 90 94 93 129 130 134 133
|
||||
1 5 88 89 93 92 128 129 133 132
|
||||
1 5 92 93 97 96 132 133 137 136
|
||||
1 5 93 94 98 97 133 134 138 137
|
||||
1 5 94 95 99 98 134 135 139 138
|
||||
1 5 54 55 59 58 94 95 99 98
|
||||
1 5 90 91 95 94 130 131 135 134
|
||||
1 5 50 51 55 54 90 91 95 94
|
||||
1 5 10 11 15 14 50 51 55 54
|
||||
1 5 14 15 19 18 54 55 59 58
|
||||
1 5 13 14 18 17 53 54 58 57
|
||||
1 5 53 54 58 57 93 94 98 97
|
||||
1 5 49 50 54 53 89 90 94 93
|
||||
1 5 9 10 14 13 49 50 54 53
|
||||
1 5 8 9 13 12 48 49 53 52
|
||||
1 5 48 49 53 52 88 89 93 92
|
||||
1 5 52 53 57 56 92 93 97 96
|
||||
1 5 12 13 17 16 52 53 57 56
|
||||
1 5 16 17 21 20 56 57 61 60
|
||||
1 5 56 57 61 60 96 97 101 100
|
||||
1 5 57 58 62 61 97 98 102 101
|
||||
1 5 17 18 22 21 57 58 62 61
|
||||
1 5 18 19 23 22 58 59 63 62
|
||||
1 5 58 59 63 62 98 99 103 102
|
||||
1 5 98 99 103 102 138 139 143 142
|
||||
1 5 97 98 102 101 137 138 142 141
|
||||
1 5 96 97 101 100 136 137 141 140
|
||||
1 5 100 101 105 104 140 141 145 144
|
||||
1 5 101 102 106 105 141 142 146 145
|
||||
1 5 102 103 107 106 142 143 147 146
|
||||
1 5 62 63 67 66 102 103 107 106
|
||||
1 5 22 23 27 26 62 63 67 66
|
||||
1 5 21 22 26 25 61 62 66 65
|
||||
1 5 61 62 66 65 101 102 106 105
|
||||
1 5 60 61 65 64 100 101 105 104
|
||||
1 5 20 21 25 24 60 61 65 64
|
||||
1 5 24 25 29 28 64 65 69 68
|
||||
1 5 64 65 69 68 104 105 109 108
|
||||
1 5 68 69 73 72 108 109 113 112
|
||||
1 5 28 29 33 32 68 69 73 72
|
||||
1 5 29 30 34 33 69 70 74 73
|
||||
1 5 69 70 74 73 109 110 114 113
|
||||
1 5 65 66 70 69 105 106 110 109
|
||||
1 5 25 26 30 29 65 66 70 69
|
||||
1 5 26 27 31 30 66 67 71 70
|
||||
1 5 66 67 71 70 106 107 111 110
|
||||
1 5 30 31 35 34 70 71 75 74
|
||||
1 5 70 71 75 74 110 111 115 114
|
||||
1 5 110 111 115 114 150 151 155 154
|
||||
1 5 106 107 111 110 146 147 151 150
|
||||
1 5 105 106 110 109 145 146 150 149
|
||||
1 5 109 110 114 113 149 150 154 153
|
||||
1 5 104 105 109 108 144 145 149 148
|
||||
1 5 108 109 113 112 148 149 153 152
|
||||
1 5 112 113 117 116 152 153 157 156
|
||||
1 5 113 114 118 117 153 154 158 157
|
||||
1 5 114 115 119 118 154 155 159 158
|
||||
1 5 74 75 79 78 114 115 119 118
|
||||
1 5 34 35 39 38 74 75 79 78
|
||||
1 5 33 34 38 37 73 74 78 77
|
||||
1 5 73 74 78 77 113 114 118 117
|
||||
1 5 72 73 77 76 112 113 117 116
|
||||
1 5 32 33 37 36 72 73 77 76
|
||||
2 5 160 161 164 163 169 170 173 172
|
||||
2 5 163 164 167 166 172 173 176 175
|
||||
2 5 172 173 176 175 181 182 185 184
|
||||
2 5 169 170 173 172 178 179 182 181
|
||||
2 5 170 171 174 173 179 180 183 182
|
||||
2 5 173 174 177 176 182 183 186 185
|
||||
2 5 164 165 168 167 173 174 177 176
|
||||
2 5 161 162 165 164 170 171 174 173
|
||||
|
||||
boundary
|
||||
150
|
||||
1 3 0 4 5 1
|
||||
1 3 1 5 6 2
|
||||
1 3 2 6 7 3
|
||||
1 3 4 8 9 5
|
||||
1 3 5 9 10 6
|
||||
1 3 6 10 11 7
|
||||
1 3 8 12 13 9
|
||||
1 3 9 13 14 10
|
||||
1 3 10 14 15 11
|
||||
1 3 12 16 17 13
|
||||
1 3 13 17 18 14
|
||||
1 3 14 18 19 15
|
||||
1 3 16 20 21 17
|
||||
1 3 17 21 22 18
|
||||
1 3 18 22 23 19
|
||||
1 3 20 24 25 21
|
||||
1 3 21 25 26 22
|
||||
1 3 22 26 27 23
|
||||
1 3 24 28 29 25
|
||||
1 3 25 29 30 26
|
||||
1 3 26 30 31 27
|
||||
1 3 28 32 33 29
|
||||
1 3 29 33 34 30
|
||||
1 3 30 34 35 31
|
||||
1 3 32 36 37 33
|
||||
1 3 33 37 38 34
|
||||
1 3 34 38 39 35
|
||||
1 3 120 121 125 124
|
||||
1 3 121 122 126 125
|
||||
1 3 122 123 127 126
|
||||
1 3 124 125 129 128
|
||||
1 3 125 126 130 129
|
||||
1 3 126 127 131 130
|
||||
1 3 128 129 133 132
|
||||
1 3 129 130 134 133
|
||||
1 3 130 131 135 134
|
||||
1 3 132 133 137 136
|
||||
1 3 133 134 138 137
|
||||
1 3 134 135 139 138
|
||||
1 3 136 137 141 140
|
||||
1 3 137 138 142 141
|
||||
1 3 138 139 143 142
|
||||
1 3 140 141 145 144
|
||||
1 3 141 142 146 145
|
||||
1 3 142 143 147 146
|
||||
1 3 144 145 149 148
|
||||
1 3 145 146 150 149
|
||||
1 3 146 147 151 150
|
||||
1 3 148 149 153 152
|
||||
1 3 149 150 154 153
|
||||
1 3 150 151 155 154
|
||||
1 3 152 153 157 156
|
||||
1 3 153 154 158 157
|
||||
1 3 154 155 159 158
|
||||
2 3 0 40 44 4
|
||||
2 3 4 44 48 8
|
||||
2 3 8 48 52 12
|
||||
2 3 12 52 56 16
|
||||
2 3 16 56 60 20
|
||||
2 3 20 60 64 24
|
||||
2 3 24 64 68 28
|
||||
2 3 28 68 72 32
|
||||
2 3 32 72 76 36
|
||||
2 3 40 80 84 44
|
||||
2 3 44 84 88 48
|
||||
2 3 48 88 92 52
|
||||
2 3 52 92 96 56
|
||||
2 3 56 96 100 60
|
||||
2 3 60 100 104 64
|
||||
2 3 64 104 108 68
|
||||
2 3 68 108 112 72
|
||||
2 3 72 112 116 76
|
||||
2 3 80 120 124 84
|
||||
2 3 84 124 128 88
|
||||
2 3 88 128 132 92
|
||||
2 3 92 132 136 96
|
||||
2 3 96 136 140 100
|
||||
2 3 100 140 144 104
|
||||
2 3 104 144 148 108
|
||||
2 3 108 148 152 112
|
||||
2 3 112 152 156 116
|
||||
3 3 3 7 47 43
|
||||
3 3 7 11 51 47
|
||||
3 3 11 15 55 51
|
||||
3 3 15 19 59 55
|
||||
3 3 19 23 63 59
|
||||
3 3 23 27 67 63
|
||||
3 3 27 31 71 67
|
||||
3 3 31 35 75 71
|
||||
3 3 35 39 79 75
|
||||
3 3 43 47 87 83
|
||||
3 3 47 51 91 87
|
||||
3 3 51 55 95 91
|
||||
3 3 55 59 99 95
|
||||
3 3 59 63 103 99
|
||||
3 3 63 67 107 103
|
||||
3 3 67 71 111 107
|
||||
3 3 71 75 115 111
|
||||
3 3 75 79 119 115
|
||||
3 3 83 87 127 123
|
||||
3 3 87 91 131 127
|
||||
3 3 91 95 135 131
|
||||
3 3 95 99 139 135
|
||||
3 3 99 103 143 139
|
||||
3 3 103 107 147 143
|
||||
3 3 107 111 151 147
|
||||
3 3 111 115 155 151
|
||||
3 3 115 119 159 155
|
||||
1 3 0 1 41 40
|
||||
1 3 40 41 81 80
|
||||
1 3 80 81 121 120
|
||||
1 3 1 2 42 41
|
||||
1 3 41 42 82 81
|
||||
1 3 81 82 122 121
|
||||
1 3 2 3 43 42
|
||||
1 3 42 43 83 82
|
||||
1 3 82 83 123 122
|
||||
1 3 36 76 77 37
|
||||
1 3 76 116 117 77
|
||||
1 3 116 156 157 117
|
||||
1 3 37 77 78 38
|
||||
1 3 77 117 118 78
|
||||
1 3 117 157 158 118
|
||||
1 3 38 78 79 39
|
||||
1 3 78 118 119 79
|
||||
1 3 118 158 159 119
|
||||
5 3 160 163 164 161
|
||||
5 3 161 164 165 162
|
||||
5 3 163 166 167 164
|
||||
5 3 164 167 168 165
|
||||
5 3 178 179 182 181
|
||||
5 3 179 180 183 182
|
||||
5 3 181 182 185 184
|
||||
5 3 182 183 186 185
|
||||
4 3 160 169 172 163
|
||||
4 3 163 172 175 166
|
||||
4 3 169 178 181 172
|
||||
4 3 172 181 184 175
|
||||
6 3 162 165 174 171
|
||||
6 3 165 168 177 174
|
||||
6 3 171 174 183 180
|
||||
6 3 174 177 186 183
|
||||
5 3 160 161 170 169
|
||||
5 3 169 170 179 178
|
||||
5 3 161 162 171 170
|
||||
5 3 170 171 180 179
|
||||
5 3 166 175 176 167
|
||||
5 3 175 184 185 176
|
||||
5 3 167 176 177 168
|
||||
5 3 176 185 186 177
|
||||
|
||||
vertices
|
||||
187
|
||||
3
|
||||
-1 0 0
|
||||
-0.66666667 0 0
|
||||
-0.33333333 0 0
|
||||
0 0 0
|
||||
-1 0.33333333 0
|
||||
-0.66666667 0.33333333 0
|
||||
-0.33333333 0.33333333 0
|
||||
0 0.33333333 0
|
||||
-1 0.66666667 0
|
||||
-0.66666667 0.66666667 0
|
||||
-0.33333333 0.66666667 0
|
||||
0 0.66666667 0
|
||||
-1 1 0
|
||||
-0.66666667 1 0
|
||||
-0.33333333 1 0
|
||||
0 1 0
|
||||
-1 1.3333333 0
|
||||
-0.66666667 1.3333333 0
|
||||
-0.33333333 1.3333333 0
|
||||
0 1.3333333 0
|
||||
-1 1.6666667 0
|
||||
-0.66666667 1.6666667 0
|
||||
-0.33333333 1.6666667 0
|
||||
0 1.6666667 0
|
||||
-1 2 0
|
||||
-0.66666667 2 0
|
||||
-0.33333333 2 0
|
||||
0 2 0
|
||||
-1 2.3333333 0
|
||||
-0.66666667 2.3333333 0
|
||||
-0.33333333 2.3333333 0
|
||||
0 2.3333333 0
|
||||
-1 2.6666667 0
|
||||
-0.66666667 2.6666667 0
|
||||
-0.33333333 2.6666667 0
|
||||
0 2.6666667 0
|
||||
-1 3 0
|
||||
-0.66666667 3 0
|
||||
-0.33333333 3 0
|
||||
0 3 0
|
||||
-1 0 0.33333333
|
||||
-0.66666667 0 0.33333333
|
||||
-0.33333333 0 0.33333333
|
||||
0 0 0.33333333
|
||||
-1 0.33333333 0.33333333
|
||||
-0.66666667 0.33333333 0.33333333
|
||||
-0.33333333 0.33333333 0.33333333
|
||||
0 0.33333333 0.33333333
|
||||
-1 0.66666667 0.33333333
|
||||
-0.66666667 0.66666667 0.33333333
|
||||
-0.33333333 0.66666667 0.33333333
|
||||
0 0.66666667 0.33333333
|
||||
-1 1 0.33333333
|
||||
-0.66666667 1 0.33333333
|
||||
-0.33333333 1 0.33333333
|
||||
0 1 0.33333333
|
||||
-1 1.3333333 0.33333333
|
||||
-0.66666667 1.3333333 0.33333333
|
||||
-0.33333333 1.3333333 0.33333333
|
||||
0 1.3333333 0.33333333
|
||||
-1 1.6666667 0.33333333
|
||||
-0.66666667 1.6666667 0.33333333
|
||||
-0.33333333 1.6666667 0.33333333
|
||||
0 1.6666667 0.33333333
|
||||
-1 2 0.33333333
|
||||
-0.66666667 2 0.33333333
|
||||
-0.33333333 2 0.33333333
|
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@@ -0,0 +1,453 @@
|
||||
MFEM mesh v1.0
|
||||
|
||||
#
|
||||
# MFEM Geometry Types (see mesh/geom.hpp):
|
||||
#
|
||||
# POINT = 0
|
||||
# SEGMENT = 1
|
||||
# TRIANGLE = 2
|
||||
# SQUARE = 3
|
||||
# TETRAHEDRON = 4
|
||||
# CUBE = 5
|
||||
# PRISM = 6
|
||||
# PYRAMID = 7
|
||||
#
|
||||
|
||||
dimension
|
||||
3
|
||||
|
||||
elements
|
||||
89
|
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||||
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||||
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||||
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||||
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||||
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||||
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boundary
|
||||
150
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|
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||||
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|
||||
|
||||
vertices
|
||||
187
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3
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|
||||
0 0.33333333 0.66666667
|
||||
-1 0.66666667 0.66666667
|
||||
-0.66666667 0.66666667 0.66666667
|
||||
-0.33333333 0.66666667 0.66666667
|
||||
0 0.66666667 0.66666667
|
||||
-1 1 0.66666667
|
||||
-0.66666667 1 0.66666667
|
||||
-0.33333333 1 0.66666667
|
||||
0 1 0.66666667
|
||||
-1 1.3333333 0.66666667
|
||||
-0.66666667 1.3333333 0.66666667
|
||||
-0.33333333 1.3333333 0.66666667
|
||||
0 1.3333333 0.66666667
|
||||
-1 1.6666667 0.66666667
|
||||
-0.66666667 1.6666667 0.66666667
|
||||
-0.33333333 1.6666667 0.66666667
|
||||
0 1.6666667 0.66666667
|
||||
-1 2 0.66666667
|
||||
-0.66666667 2 0.66666667
|
||||
-0.33333333 2 0.66666667
|
||||
0 2 0.66666667
|
||||
-1 2.3333333 0.66666667
|
||||
-0.66666667 2.3333333 0.66666667
|
||||
-0.33333333 2.3333333 0.66666667
|
||||
0 2.3333333 0.66666667
|
||||
-1 2.6666667 0.66666667
|
||||
-0.66666667 2.6666667 0.66666667
|
||||
-0.33333333 2.6666667 0.66666667
|
||||
0 2.6666667 0.66666667
|
||||
-1 3 0.66666667
|
||||
-0.66666667 3 0.66666667
|
||||
-0.33333333 3 0.66666667
|
||||
0 3 0.66666667
|
||||
-1 0 1
|
||||
-0.66666667 0 1
|
||||
-0.33333333 0 1
|
||||
0 0 1
|
||||
-1 0.33333333 1
|
||||
-0.66666667 0.33333333 1
|
||||
-0.33333333 0.33333333 1
|
||||
0 0.33333333 1
|
||||
-1 0.66666667 1
|
||||
-0.66666667 0.66666667 1
|
||||
-0.33333333 0.66666667 1
|
||||
0 0.66666667 1
|
||||
-1 1 1
|
||||
-0.66666667 1 1
|
||||
-0.33333333 1 1
|
||||
0 1 1
|
||||
-1 1.3333333 1
|
||||
-0.66666667 1.3333333 1
|
||||
-0.33333333 1.3333333 1
|
||||
0 1.3333333 1
|
||||
-1 1.6666667 1
|
||||
-0.66666667 1.6666667 1
|
||||
-0.33333333 1.6666667 1
|
||||
0 1.6666667 1
|
||||
-1 2 1
|
||||
-0.66666667 2 1
|
||||
-0.33333333 2 1
|
||||
0 2 1
|
||||
-1 2.3333333 1
|
||||
-0.66666667 2.3333333 1
|
||||
-0.33333333 2.3333333 1
|
||||
0 2.3333333 1
|
||||
-1 2.6666667 1
|
||||
-0.66666667 2.6666667 1
|
||||
-0.33333333 2.6666667 1
|
||||
0 2.6666667 1
|
||||
-1 3 1
|
||||
-0.66666667 3 1
|
||||
-0.33333333 3 1
|
||||
0 3 1
|
||||
0 0.83333333 0.25251263
|
||||
0.175 0.83333333 0.25251263
|
||||
0.35 0.83333333 0.25251263
|
||||
0 0.95707702 0.37625631
|
||||
0.175 0.95707702 0.37625631
|
||||
0.35 0.95707702 0.37625631
|
||||
0 1.0808207 0.5
|
||||
0.175 1.0808207 0.5
|
||||
0.35 1.0808207 0.5
|
||||
0 0.70958965 0.37625631
|
||||
0.175 0.70958965 0.37625631
|
||||
0.35 0.70958965 0.37625631
|
||||
0 0.83333333 0.5
|
||||
0.175 0.83333333 0.5
|
||||
0.35 0.83333333 0.5
|
||||
0 0.95707702 0.62374369
|
||||
0.175 0.95707702 0.62374369
|
||||
0.35 0.95707702 0.62374369
|
||||
0 0.58584596 0.5
|
||||
0.175 0.58584596 0.5
|
||||
0.35 0.58584596 0.5
|
||||
0 0.70958965 0.62374369
|
||||
0.175 0.70958965 0.62374369
|
||||
0.35 0.70958965 0.62374369
|
||||
0 0.83333333 0.74748737
|
||||
0.175 0.83333333 0.74748737
|
||||
0.35 0.83333333 0.74748737
|
||||
File diff suppressed because it is too large
Load Diff
File diff suppressed because it is too large
Load Diff
File diff suppressed because it is too large
Load Diff
File diff suppressed because it is too large
Load Diff
File diff suppressed because it is too large
Load Diff
@@ -0,0 +1,231 @@
|
||||
MFEM mesh v1.0
|
||||
|
||||
#
|
||||
# MFEM Geometry Types (see mesh/geom.hpp):
|
||||
#
|
||||
# POINT = 0
|
||||
# SEGMENT = 1
|
||||
# TRIANGLE = 2
|
||||
# SQUARE = 3
|
||||
# TETRAHEDRON = 4
|
||||
# CUBE = 5
|
||||
# PRISM = 6
|
||||
# PYRAMID = 7
|
||||
#
|
||||
|
||||
dimension
|
||||
3
|
||||
|
||||
elements
|
||||
35
|
||||
1 5 0 1 5 4 16 17 21 20
|
||||
1 5 16 17 21 20 32 33 37 36
|
||||
1 5 17 18 22 21 33 34 38 37
|
||||
1 5 1 2 6 5 17 18 22 21
|
||||
1 5 5 6 10 9 21 22 26 25
|
||||
1 5 21 22 26 25 37 38 42 41
|
||||
1 5 20 21 25 24 36 37 41 40
|
||||
1 5 4 5 9 8 20 21 25 24
|
||||
1 5 8 9 13 12 24 25 29 28
|
||||
1 5 24 25 29 28 40 41 45 44
|
||||
1 5 9 10 14 13 25 26 30 29
|
||||
1 5 25 26 30 29 41 42 46 45
|
||||
1 5 41 42 46 45 57 58 62 61
|
||||
1 5 40 41 45 44 56 57 61 60
|
||||
1 5 36 37 41 40 52 53 57 56
|
||||
1 5 37 38 42 41 53 54 58 57
|
||||
1 5 32 33 37 36 48 49 53 52
|
||||
1 5 33 34 38 37 49 50 54 53
|
||||
1 5 34 35 39 38 50 51 55 54
|
||||
1 5 38 39 43 42 54 55 59 58
|
||||
1 5 42 43 47 46 58 59 63 62
|
||||
1 5 26 27 31 30 42 43 47 46
|
||||
1 5 10 11 15 14 26 27 31 30
|
||||
1 5 6 7 11 10 22 23 27 26
|
||||
1 5 22 23 27 26 38 39 43 42
|
||||
1 5 18 19 23 22 34 35 39 38
|
||||
1 5 2 3 7 6 18 19 23 22
|
||||
1 5 64 65 68 67 73 74 77 76
|
||||
1 5 67 68 71 70 76 77 80 79
|
||||
1 5 76 77 80 79 85 86 89 88
|
||||
1 5 73 74 77 76 82 83 86 85
|
||||
1 5 74 75 78 77 83 84 87 86
|
||||
1 5 77 78 81 80 86 87 90 89
|
||||
1 5 68 69 72 71 77 78 81 80
|
||||
1 5 65 66 69 68 74 75 78 77
|
||||
|
||||
boundary
|
||||
78
|
||||
1 3 0 4 5 1
|
||||
1 3 1 5 6 2
|
||||
1 3 2 6 7 3
|
||||
1 3 4 8 9 5
|
||||
1 3 5 9 10 6
|
||||
1 3 6 10 11 7
|
||||
1 3 8 12 13 9
|
||||
1 3 9 13 14 10
|
||||
1 3 10 14 15 11
|
||||
1 3 48 49 53 52
|
||||
1 3 49 50 54 53
|
||||
1 3 50 51 55 54
|
||||
1 3 52 53 57 56
|
||||
1 3 53 54 58 57
|
||||
1 3 54 55 59 58
|
||||
1 3 56 57 61 60
|
||||
1 3 57 58 62 61
|
||||
1 3 58 59 63 62
|
||||
2 3 0 16 20 4
|
||||
2 3 4 20 24 8
|
||||
2 3 8 24 28 12
|
||||
2 3 16 32 36 20
|
||||
2 3 20 36 40 24
|
||||
2 3 24 40 44 28
|
||||
2 3 32 48 52 36
|
||||
2 3 36 52 56 40
|
||||
2 3 40 56 60 44
|
||||
3 3 3 7 23 19
|
||||
3 3 7 11 27 23
|
||||
3 3 11 15 31 27
|
||||
3 3 19 23 39 35
|
||||
3 3 23 27 43 39
|
||||
3 3 27 31 47 43
|
||||
3 3 35 39 55 51
|
||||
3 3 39 43 59 55
|
||||
3 3 43 47 63 59
|
||||
1 3 0 1 17 16
|
||||
1 3 16 17 33 32
|
||||
1 3 32 33 49 48
|
||||
1 3 1 2 18 17
|
||||
1 3 17 18 34 33
|
||||
1 3 33 34 50 49
|
||||
1 3 2 3 19 18
|
||||
1 3 18 19 35 34
|
||||
1 3 34 35 51 50
|
||||
1 3 12 28 29 13
|
||||
1 3 28 44 45 29
|
||||
1 3 44 60 61 45
|
||||
1 3 13 29 30 14
|
||||
1 3 29 45 46 30
|
||||
1 3 45 61 62 46
|
||||
1 3 14 30 31 15
|
||||
1 3 30 46 47 31
|
||||
1 3 46 62 63 47
|
||||
5 3 64 67 68 65
|
||||
5 3 65 68 69 66
|
||||
5 3 67 70 71 68
|
||||
5 3 68 71 72 69
|
||||
5 3 82 83 86 85
|
||||
5 3 83 84 87 86
|
||||
5 3 85 86 89 88
|
||||
5 3 86 87 90 89
|
||||
4 3 64 73 76 67
|
||||
4 3 67 76 79 70
|
||||
4 3 73 82 85 76
|
||||
4 3 76 85 88 79
|
||||
6 3 66 69 78 75
|
||||
6 3 69 72 81 78
|
||||
6 3 75 78 87 84
|
||||
6 3 78 81 90 87
|
||||
5 3 64 65 74 73
|
||||
5 3 73 74 83 82
|
||||
5 3 65 66 75 74
|
||||
5 3 74 75 84 83
|
||||
5 3 70 79 80 71
|
||||
5 3 79 88 89 80
|
||||
5 3 71 80 81 72
|
||||
5 3 80 89 90 81
|
||||
|
||||
vertices
|
||||
91
|
||||
3
|
||||
-1 0 0
|
||||
-0.66666667 0 0
|
||||
-0.33333333 0 0
|
||||
0 0 0
|
||||
-1 0.33333333 0
|
||||
-0.66666667 0.33333333 0
|
||||
-0.33333333 0.33333333 0
|
||||
0 0.33333333 0
|
||||
-1 0.66666667 0
|
||||
-0.66666667 0.66666667 0
|
||||
-0.33333333 0.66666667 0
|
||||
0 0.66666667 0
|
||||
-1 1 0
|
||||
-0.66666667 1 0
|
||||
-0.33333333 1 0
|
||||
0 1 0
|
||||
-1 0 0.33333333
|
||||
-0.66666667 0 0.33333333
|
||||
-0.33333333 0 0.33333333
|
||||
0 0 0.33333333
|
||||
-1 0.33333333 0.33333333
|
||||
-0.66666667 0.33333333 0.33333333
|
||||
-0.33333333 0.33333333 0.33333333
|
||||
0 0.33333333 0.33333333
|
||||
-1 0.66666667 0.33333333
|
||||
-0.66666667 0.66666667 0.33333333
|
||||
-0.33333333 0.66666667 0.33333333
|
||||
0 0.66666667 0.33333333
|
||||
-1 1 0.33333333
|
||||
-0.66666667 1 0.33333333
|
||||
-0.33333333 1 0.33333333
|
||||
0 1 0.33333333
|
||||
-1 0 0.66666667
|
||||
-0.66666667 0 0.66666667
|
||||
-0.33333333 0 0.66666667
|
||||
0 0 0.66666667
|
||||
-1 0.33333333 0.66666667
|
||||
-0.66666667 0.33333333 0.66666667
|
||||
-0.33333333 0.33333333 0.66666667
|
||||
0 0.33333333 0.66666667
|
||||
-1 0.66666667 0.66666667
|
||||
-0.66666667 0.66666667 0.66666667
|
||||
-0.33333333 0.66666667 0.66666667
|
||||
0 0.66666667 0.66666667
|
||||
-1 1 0.66666667
|
||||
-0.66666667 1 0.66666667
|
||||
-0.33333333 1 0.66666667
|
||||
0 1 0.66666667
|
||||
-1 0 1
|
||||
-0.66666667 0 1
|
||||
-0.33333333 0 1
|
||||
0 0 1
|
||||
-1 0.33333333 1
|
||||
-0.66666667 0.33333333 1
|
||||
-0.33333333 0.33333333 1
|
||||
0 0.33333333 1
|
||||
-1 0.66666667 1
|
||||
-0.66666667 0.66666667 1
|
||||
-0.33333333 0.66666667 1
|
||||
0 0.66666667 1
|
||||
-1 1 1
|
||||
-0.66666667 1 1
|
||||
-0.33333333 1 1
|
||||
0 1 1
|
||||
0 0.5 0.14644661
|
||||
0.25 0.5 0.14644661
|
||||
0.5 0.5 0.14644661
|
||||
0 0.6767767 0.3232233
|
||||
0.25 0.6767767 0.3232233
|
||||
0.5 0.6767767 0.3232233
|
||||
0 0.85355339 0.5
|
||||
0.25 0.85355339 0.5
|
||||
0.5 0.85355339 0.5
|
||||
0 0.3232233 0.3232233
|
||||
0.25 0.3232233 0.3232233
|
||||
0.5 0.3232233 0.3232233
|
||||
0 0.5 0.5
|
||||
0.25 0.5 0.5
|
||||
0.5 0.5 0.5
|
||||
0 0.6767767 0.6767767
|
||||
0.25 0.6767767 0.6767767
|
||||
0.5 0.6767767 0.6767767
|
||||
0 0.14644661 0.5
|
||||
0.25 0.14644661 0.5
|
||||
0.5 0.14644661 0.5
|
||||
0 0.3232233 0.6767767
|
||||
0.25 0.3232233 0.6767767
|
||||
0.5 0.3232233 0.6767767
|
||||
0 0.5 0.85355339
|
||||
0.25 0.5 0.85355339
|
||||
0.5 0.5 0.85355339
|
||||
@@ -0,0 +1,663 @@
|
||||
#include "parproblems.hpp"
|
||||
|
||||
void ParElasticityProblem::Init()
|
||||
{
|
||||
int dim = pmesh->Dimension();
|
||||
fec = new H1_FECollection(order,dim);
|
||||
fes = new ParFiniteElementSpace(pmesh,fec,dim,Ordering::byVDIM);
|
||||
ndofs = fes->GetVSize();
|
||||
ntdofs = fes->GetTrueVSize();
|
||||
gndofs = fes->GlobalTrueVSize();
|
||||
pmesh->SetNodalFESpace(fes);
|
||||
if (pmesh->bdr_attributes.Size())
|
||||
{
|
||||
ess_bdr.SetSize(pmesh->bdr_attributes.Max());
|
||||
}
|
||||
ess_bdr = 0;
|
||||
Array<int> ess_tdof_list_temp;
|
||||
for (int i = 0; i < ess_bdr_attr.Size(); i++ )
|
||||
{
|
||||
ess_bdr[ess_bdr_attr[i]-1] = 1;
|
||||
fes->GetEssentialTrueDofs(ess_bdr,ess_tdof_list_temp,ess_bdr_attr_comp[i]);
|
||||
ess_tdof_list.Append(ess_tdof_list_temp);
|
||||
ess_bdr[ess_bdr_attr[i]-1] = 0;
|
||||
}
|
||||
// Solution GridFunction
|
||||
x.SetSpace(fes); x = 0.0;
|
||||
// RHS
|
||||
b = new ParLinearForm(fes);
|
||||
|
||||
// Elasticity operator
|
||||
lambda.SetSize(pmesh->attributes.Max()); lambda = 57.6923076923;
|
||||
mu.SetSize(pmesh->attributes.Max()); mu = 38.4615384615;
|
||||
|
||||
lambda_cf.UpdateConstants(lambda);
|
||||
mu_cf.UpdateConstants(mu);
|
||||
|
||||
a = new ParBilinearForm(fes);
|
||||
a->AddDomainIntegrator(new ElasticityIntegrator(lambda_cf,mu_cf));
|
||||
}
|
||||
|
||||
void ParElasticityProblem::FormLinearSystem()
|
||||
{
|
||||
if (!formsystem)
|
||||
{
|
||||
formsystem = true;
|
||||
b->Assemble();
|
||||
a->Assemble();
|
||||
a->FormLinearSystem(ess_tdof_list, x, *b, A, X, B);
|
||||
}
|
||||
}
|
||||
|
||||
void ParElasticityProblem::UpdateLinearSystem()
|
||||
{
|
||||
UpdateStep();
|
||||
FormLinearSystem();
|
||||
}
|
||||
|
||||
// #ifdef MFEM_USE_TRIBOL
|
||||
|
||||
|
||||
|
||||
ParContactProblem::ParContactProblem(ParElasticityProblem * prob_,
|
||||
const std::set<int> & mortar_attrs_,
|
||||
const std::set<int> & nonmortar_attrs_,
|
||||
ParGridFunction * coords_,
|
||||
bool doublepass_)
|
||||
: prob(prob_), mortar_attrs(mortar_attrs_), nonmortar_attrs(nonmortar_attrs_), doublepass(doublepass_), coords(coords_)
|
||||
{
|
||||
ParMesh* pmesh = prob->GetMesh();
|
||||
comm = pmesh->GetComm();
|
||||
MPI_Comm_rank(comm, &myid);
|
||||
MPI_Comm_size(comm, &numprocs);
|
||||
|
||||
dim = pmesh->Dimension();
|
||||
nodes0.SetSpace(pmesh->GetNodes()->FESpace());
|
||||
nodes0 = *pmesh->GetNodes();
|
||||
nodes1 = pmesh->GetNodes();
|
||||
|
||||
prob->FormLinearSystem();
|
||||
K = new HypreParMatrix(prob->GetOperator());
|
||||
B = new Vector(prob->GetRHS());
|
||||
if (doublepass)
|
||||
{
|
||||
SetupTribolDoublePass();
|
||||
}
|
||||
else
|
||||
{
|
||||
SetupTribol();
|
||||
}
|
||||
}
|
||||
|
||||
void ParContactProblem::SetupTribol()
|
||||
{
|
||||
axom::slic::SimpleLogger logger;
|
||||
axom::slic::setIsRoot(mfem::Mpi::Root());
|
||||
|
||||
// Initialize Tribol contact library
|
||||
tribol::initialize(3, MPI_COMM_WORLD);
|
||||
|
||||
int coupling_scheme_id = 0;
|
||||
int mesh1_id = 0;
|
||||
int mesh2_id = 1;
|
||||
vfes = prob->GetFESpace();
|
||||
ParMesh * pmesh = prob->GetMesh();
|
||||
tribol::registerMfemCouplingScheme(
|
||||
coupling_scheme_id, mesh1_id, mesh2_id,
|
||||
*pmesh, *coords, mortar_attrs, nonmortar_attrs,
|
||||
tribol::SURFACE_TO_SURFACE,
|
||||
tribol::NO_SLIDING,
|
||||
tribol::SINGLE_MORTAR,
|
||||
tribol::FRICTIONLESS,
|
||||
tribol::LAGRANGE_MULTIPLIER,
|
||||
tribol::BINNING_GRID
|
||||
);
|
||||
|
||||
// Access Tribol's pressure grid function (on the contact surface)
|
||||
auto& pressure = tribol::getMfemPressure(coupling_scheme_id);
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
std::cout << "Number of pressure unknowns: " <<
|
||||
pressure.ParFESpace()->GlobalTrueVSize() << std::endl;
|
||||
}
|
||||
|
||||
// Set Tribol options for Lagrange multiplier enforcement
|
||||
tribol::setLagrangeMultiplierOptions(
|
||||
coupling_scheme_id,
|
||||
tribol::ImplicitEvalMode::MORTAR_RESIDUAL_JACOBIAN
|
||||
);
|
||||
|
||||
// Update contact mesh decomposition
|
||||
tribol::updateMfemParallelDecomposition();
|
||||
|
||||
// Update contact gaps, forces, and tangent stiffness
|
||||
int cycle = 1; // pseudo cycle
|
||||
double t = 1.0; // pseudo time
|
||||
double dt = 1.0; // pseudo dt
|
||||
tribol::update(cycle, t, dt);
|
||||
|
||||
// Return contact contribution to the tangent stiffness matrix
|
||||
auto A_blk = tribol::getMfemBlockJacobian(coupling_scheme_id);
|
||||
|
||||
HypreParMatrix * Mfull = (HypreParMatrix *)(&A_blk->GetBlock(1,0));
|
||||
Mfull->EliminateCols(prob->GetEssentialDofs());
|
||||
int h = Mfull->Height();
|
||||
SparseMatrix merged;
|
||||
Mfull->MergeDiagAndOffd(merged);
|
||||
Array<int> nonzero_rows;
|
||||
for (int i = 0; i<h; i++)
|
||||
{
|
||||
if (!merged.RowIsEmpty(i))
|
||||
{
|
||||
nonzero_rows.Append(i);
|
||||
}
|
||||
}
|
||||
|
||||
int hnew = nonzero_rows.Size();
|
||||
SparseMatrix P(hnew,h);
|
||||
|
||||
for (int i = 0; i<hnew; i++)
|
||||
{
|
||||
int col = nonzero_rows[i];
|
||||
P.Set(i,col,1.0);
|
||||
}
|
||||
P.Finalize();
|
||||
|
||||
SparseMatrix * reduced_merged = Mult(P,merged);
|
||||
|
||||
int rows[2];
|
||||
int cols[2];
|
||||
cols[0] = Mfull->ColPart()[0];
|
||||
cols[1] = Mfull->ColPart()[1];
|
||||
int nrows = reduced_merged->Height();
|
||||
|
||||
int row_offset;
|
||||
MPI_Scan(&nrows,&row_offset,1,MPI_INT,MPI_SUM,Mfull->GetComm());
|
||||
|
||||
row_offset-=nrows;
|
||||
rows[0] = row_offset;
|
||||
rows[1] = row_offset+nrows;
|
||||
int glob_nrows;
|
||||
MPI_Allreduce(&nrows, &glob_nrows,1,MPI_INT,MPI_SUM,Mfull->GetComm());
|
||||
|
||||
|
||||
int glob_ncols = reduced_merged->Width();
|
||||
M = new HypreParMatrix(Mfull->GetComm(), nrows, glob_nrows,
|
||||
glob_ncols, reduced_merged->GetI(), reduced_merged->GetJ(),
|
||||
reduced_merged->GetData(), rows,cols);
|
||||
|
||||
Vector gap;
|
||||
tribol::getMfemGap(coupling_scheme_id, gap);
|
||||
auto& P_submesh = *pressure.ParFESpace()->GetProlongationMatrix();
|
||||
Vector gap_true;
|
||||
gap_true.SetSize(P_submesh.Width());
|
||||
P_submesh.MultTranspose(gap,gap_true);
|
||||
|
||||
gapv.SetSize(nrows);
|
||||
for (int i = 0; i<nrows; i++)
|
||||
{
|
||||
gapv[i] = gap_true[nonzero_rows[i]];
|
||||
}
|
||||
|
||||
constraints_starts.SetSize(2);
|
||||
constraints_starts[0] = M->RowPart()[0];
|
||||
constraints_starts[1] = M->RowPart()[1];
|
||||
|
||||
// find elast dofs in contact;
|
||||
HypreParMatrix * Jt = (HypreParMatrix *)(&A_blk->GetBlock(0,1));
|
||||
Jt->EliminateRows(prob->GetEssentialDofs());
|
||||
|
||||
int hJt = Jt->Height();
|
||||
SparseMatrix mergedJt;
|
||||
Jt->MergeDiagAndOffd(mergedJt);
|
||||
|
||||
Array<int> nonzerorows;
|
||||
Array<int> zerorows;
|
||||
for (int i = 0; i<hJt; i++)
|
||||
{
|
||||
if (!mergedJt.RowIsEmpty(i))
|
||||
{
|
||||
nonzerorows.Append(i);
|
||||
}
|
||||
else
|
||||
{
|
||||
zerorows.Append(i);
|
||||
}
|
||||
}
|
||||
|
||||
int hb = nonzerorows.Size();
|
||||
SparseMatrix Pbt(hb,K->GetGlobalNumCols());
|
||||
|
||||
for (int i = 0; i<hb; i++)
|
||||
{
|
||||
int col = nonzerorows[i]+prob->GetFESpace()->GetMyTDofOffset();
|
||||
Pbt.Set(i,col,1.0);
|
||||
}
|
||||
Pbt.Finalize();
|
||||
|
||||
int rows_b[2];
|
||||
int cols_b[2];
|
||||
int nrows_b = Pbt.Height();
|
||||
|
||||
int row_offset_b;
|
||||
MPI_Scan(&nrows_b,&row_offset_b,1,MPI_INT,MPI_SUM,MPI_COMM_WORLD);
|
||||
|
||||
row_offset_b-=nrows_b;
|
||||
rows_b[0] = row_offset_b;
|
||||
rows_b[1] = row_offset_b+nrows_b;
|
||||
cols_b[0] = K->ColPart()[0];
|
||||
cols_b[1] = K->ColPart()[1];
|
||||
int glob_nrows_b;
|
||||
int glob_ncols_b = K->GetGlobalNumCols();
|
||||
MPI_Allreduce(&nrows_b, &glob_nrows_b,1,MPI_INT,MPI_SUM,MPI_COMM_WORLD);
|
||||
|
||||
HypreParMatrix * P_bt = new HypreParMatrix(MPI_COMM_WORLD, nrows_b, glob_nrows_b,
|
||||
glob_ncols_b, Pbt.GetI(), Pbt.GetJ(),
|
||||
Pbt.GetData(), rows_b,cols_b);
|
||||
|
||||
Pb = P_bt->Transpose();
|
||||
delete P_bt;
|
||||
|
||||
int hi = zerorows.Size();
|
||||
SparseMatrix Pit(hi,K->GetGlobalNumCols());
|
||||
|
||||
for (int i = 0; i<hi; i++)
|
||||
{
|
||||
int col = zerorows[i]+prob->GetFESpace()->GetMyTDofOffset();
|
||||
Pit.Set(i,col,1.0);
|
||||
}
|
||||
Pit.Finalize();
|
||||
|
||||
int rows_i[2];
|
||||
int cols_i[2];
|
||||
int nrows_i = Pit.Height();
|
||||
|
||||
int row_offset_i;
|
||||
MPI_Scan(&nrows_i,&row_offset_i,1,MPI_INT,MPI_SUM,MPI_COMM_WORLD);
|
||||
|
||||
row_offset_i-=nrows_i;
|
||||
rows_i[0] = row_offset_i;
|
||||
rows_i[1] = row_offset_i+nrows_i;
|
||||
cols_i[0] = K->ColPart()[0];
|
||||
cols_i[1] = K->ColPart()[1];
|
||||
int glob_nrows_i;
|
||||
int glob_ncols_i = K->GetGlobalNumCols();
|
||||
MPI_Allreduce(&nrows_i, &glob_nrows_i,1,MPI_INT,MPI_SUM,MPI_COMM_WORLD);
|
||||
|
||||
HypreParMatrix * P_it = new HypreParMatrix(MPI_COMM_WORLD, nrows_i, glob_nrows_i,
|
||||
glob_ncols_i, Pit.GetI(), Pit.GetJ(),
|
||||
Pit.GetData(), rows_i,cols_i);
|
||||
|
||||
Pi = P_it->Transpose();
|
||||
delete P_it;
|
||||
}
|
||||
|
||||
void ParContactProblem::SetupTribolDoublePass()
|
||||
{
|
||||
axom::slic::SimpleLogger logger1;
|
||||
axom::slic::setIsRoot(mfem::Mpi::Root());
|
||||
|
||||
// Initialize Tribol contact library
|
||||
tribol::initialize(3, MPI_COMM_WORLD);
|
||||
|
||||
int coupling_scheme_id1 = 0;
|
||||
int mesh1_id1 = 0;
|
||||
int mesh2_id1 = 1;
|
||||
vfes = prob->GetFESpace();
|
||||
ParGridFunction * coords1 = new ParGridFunction(vfes);
|
||||
ParMesh * pmesh1 = prob->GetMesh();
|
||||
pmesh1->SetNodalGridFunction(coords1);
|
||||
tribol::registerMfemCouplingScheme(
|
||||
coupling_scheme_id1, mesh1_id1, mesh2_id1,
|
||||
*pmesh1, *coords1, mortar_attrs, nonmortar_attrs,
|
||||
tribol::SURFACE_TO_SURFACE,
|
||||
tribol::NO_SLIDING,
|
||||
tribol::SINGLE_MORTAR,
|
||||
tribol::FRICTIONLESS,
|
||||
tribol::LAGRANGE_MULTIPLIER,
|
||||
tribol::BINNING_GRID
|
||||
);
|
||||
|
||||
// Access Tribol's pressure grid function (on the contact surface)
|
||||
auto& pressure1 = tribol::getMfemPressure(coupling_scheme_id1);
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
std::cout << "Number of pressure unknowns: " <<
|
||||
pressure1.ParFESpace()->GlobalTrueVSize() << std::endl;
|
||||
}
|
||||
|
||||
// Set Tribol options for Lagrange multiplier enforcement
|
||||
tribol::setLagrangeMultiplierOptions(
|
||||
coupling_scheme_id1,
|
||||
tribol::ImplicitEvalMode::MORTAR_RESIDUAL_JACOBIAN
|
||||
);
|
||||
|
||||
// Update contact mesh decomposition
|
||||
tribol::updateMfemParallelDecomposition();
|
||||
|
||||
// Update contact gaps, forces, and tangent stiffness
|
||||
int cycle1 = 1; // pseudo cycle
|
||||
double t1 = 1.0; // pseudo time
|
||||
double dt1 = 1.0; // pseudo dt
|
||||
tribol::update(cycle1, t1, dt1);
|
||||
|
||||
// Return contact contribution to the tangent stiffness matrix
|
||||
auto A_blk1 = tribol::getMfemBlockJacobian(coupling_scheme_id1);
|
||||
|
||||
HypreParMatrix * Mfull1 = (HypreParMatrix *)(&A_blk1->GetBlock(1,0));
|
||||
Mfull1->EliminateCols(prob->GetEssentialDofs());
|
||||
int h1 = Mfull1->Height();
|
||||
SparseMatrix merged1;
|
||||
Mfull1->MergeDiagAndOffd(merged1);
|
||||
Array<int> nonzero_rows1;
|
||||
for (int i = 0; i<h1; i++)
|
||||
{
|
||||
if (!merged1.RowIsEmpty(i))
|
||||
{
|
||||
nonzero_rows1.Append(i);
|
||||
}
|
||||
}
|
||||
|
||||
int hnew1 = nonzero_rows1.Size();
|
||||
SparseMatrix P1(hnew1,h1);
|
||||
|
||||
for (int i = 0; i<hnew1; i++)
|
||||
{
|
||||
int col = nonzero_rows1[i];
|
||||
P1.Set(i,col,1.0);
|
||||
}
|
||||
P1.Finalize();
|
||||
|
||||
SparseMatrix * reduced_merged1 = Mult(P1,merged1);
|
||||
|
||||
int rows1[2];
|
||||
int cols1[2];
|
||||
cols1[0] = Mfull1->ColPart()[0];
|
||||
cols1[1] = Mfull1->ColPart()[1];
|
||||
int nrows1 = reduced_merged1->Height();
|
||||
|
||||
int row_offset1;
|
||||
MPI_Scan(&nrows1,&row_offset1,1,MPI_INT,MPI_SUM,Mfull1->GetComm());
|
||||
|
||||
row_offset1-=nrows1;
|
||||
rows1[0] = row_offset1;
|
||||
rows1[1] = row_offset1+nrows1;
|
||||
int glob_nrows1;
|
||||
MPI_Allreduce(&nrows1, &glob_nrows1,1,MPI_INT,MPI_SUM,Mfull1->GetComm());
|
||||
|
||||
|
||||
int glob_ncols1 = reduced_merged1->Width();
|
||||
HypreParMatrix * M1 = new HypreParMatrix(Mfull1->GetComm(), nrows1, glob_nrows1,
|
||||
glob_ncols1, reduced_merged1->GetI(), reduced_merged1->GetJ(),
|
||||
reduced_merged1->GetData(), rows1,cols1);
|
||||
|
||||
Vector gap1;
|
||||
tribol::getMfemGap(coupling_scheme_id1, gap1);
|
||||
auto& P_submesh1 = *pressure1.ParFESpace()->GetProlongationMatrix();
|
||||
Vector gap_true1;
|
||||
gap_true1.SetSize(P_submesh1.Width());
|
||||
P_submesh1.MultTranspose(gap1,gap_true1);
|
||||
|
||||
tribol::finalize();
|
||||
|
||||
// ------------------------------
|
||||
// second pass
|
||||
// ------------------------------
|
||||
// Initialize Tribol contact library
|
||||
tribol::initialize(3, MPI_COMM_WORLD);
|
||||
|
||||
int coupling_scheme_id2 = 0;
|
||||
int mesh1_id2 = 0;
|
||||
int mesh2_id2 = 1;
|
||||
ParGridFunction * coords2 = new ParGridFunction(vfes);
|
||||
ParMesh * pmesh2 = prob->GetMesh();
|
||||
pmesh2->SetNodalGridFunction(coords2);
|
||||
tribol::registerMfemCouplingScheme(
|
||||
coupling_scheme_id2, mesh1_id2, mesh2_id2,
|
||||
*pmesh2, *coords2, nonmortar_attrs, mortar_attrs,
|
||||
tribol::SURFACE_TO_SURFACE,
|
||||
tribol::NO_SLIDING,
|
||||
tribol::SINGLE_MORTAR,
|
||||
tribol::FRICTIONLESS,
|
||||
tribol::LAGRANGE_MULTIPLIER,
|
||||
tribol::BINNING_GRID
|
||||
);
|
||||
|
||||
// Access Tribol's pressure grid function (on the contact surface)
|
||||
auto& pressure2 = tribol::getMfemPressure(coupling_scheme_id2);
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
std::cout << "Number of pressure unknowns: " <<
|
||||
pressure2.ParFESpace()->GlobalTrueVSize() << std::endl;
|
||||
}
|
||||
|
||||
// Set Tribol options for Lagrange multiplier enforcement
|
||||
tribol::setLagrangeMultiplierOptions(
|
||||
coupling_scheme_id2,
|
||||
tribol::ImplicitEvalMode::MORTAR_RESIDUAL_JACOBIAN
|
||||
);
|
||||
|
||||
// Update contact mesh decomposition
|
||||
tribol::updateMfemParallelDecomposition();
|
||||
|
||||
// Update contact gaps, forces, and tangent stiffness
|
||||
int cycle2 = 1; // pseudo cycle
|
||||
double t2 = 1.0; // pseudo time
|
||||
double dt2 = 1.0; // pseudo dt
|
||||
tribol::update(cycle2, t2, dt2);
|
||||
|
||||
// Return contact contribution to the tangent stiffness matrix
|
||||
auto A_blk2 = tribol::getMfemBlockJacobian(coupling_scheme_id2);
|
||||
|
||||
HypreParMatrix * Mfull2 = (HypreParMatrix *)(&A_blk2->GetBlock(1,0));
|
||||
Mfull2->EliminateCols(prob->GetEssentialDofs());
|
||||
int h2 = Mfull2->Height();
|
||||
SparseMatrix merged2;
|
||||
Mfull2->MergeDiagAndOffd(merged2);
|
||||
Array<int> nonzero_rows2;
|
||||
for (int i = 0; i<h2; i++)
|
||||
{
|
||||
if (!merged2.RowIsEmpty(i))
|
||||
{
|
||||
nonzero_rows2.Append(i);
|
||||
}
|
||||
}
|
||||
|
||||
int hnew2 = nonzero_rows2.Size();
|
||||
SparseMatrix P2(hnew2,h2);
|
||||
|
||||
for (int i = 0; i<hnew2; i++)
|
||||
{
|
||||
int col = nonzero_rows2[i];
|
||||
P2.Set(i,col,1.0);
|
||||
}
|
||||
P2.Finalize();
|
||||
|
||||
SparseMatrix * reduced_merged2 = Mult(P2,merged2);
|
||||
|
||||
int rows2[2];
|
||||
int cols2[2];
|
||||
cols2[0] = Mfull2->ColPart()[0];
|
||||
cols2[1] = Mfull2->ColPart()[1];
|
||||
int nrows2 = reduced_merged2->Height();
|
||||
|
||||
int row_offset2;
|
||||
MPI_Scan(&nrows2,&row_offset2,1,MPI_INT,MPI_SUM,Mfull2->GetComm());
|
||||
|
||||
row_offset2-=nrows2;
|
||||
rows2[0] = row_offset2;
|
||||
rows2[1] = row_offset2+nrows2;
|
||||
int glob_nrows2;
|
||||
MPI_Allreduce(&nrows2, &glob_nrows2,1,MPI_INT,MPI_SUM,Mfull2->GetComm());
|
||||
|
||||
|
||||
int glob_ncols2 = reduced_merged2->Width();
|
||||
HypreParMatrix * M2 = new HypreParMatrix(Mfull2->GetComm(), nrows2, glob_nrows2,
|
||||
glob_ncols2, reduced_merged2->GetI(), reduced_merged2->GetJ(),
|
||||
reduced_merged2->GetData(), rows2,cols2);
|
||||
|
||||
Vector gap2;
|
||||
tribol::getMfemGap(coupling_scheme_id2, gap2);
|
||||
auto& P_submesh2 = *pressure2.ParFESpace()->GetProlongationMatrix();
|
||||
Vector gap_true2;
|
||||
gap_true2.SetSize(P_submesh2.Width());
|
||||
P_submesh2.MultTranspose(gap2,gap_true2);
|
||||
|
||||
tribol::finalize();
|
||||
|
||||
|
||||
gapv.SetSize(nrows1+nrows2);
|
||||
for (int i = 0; i<nrows1; i++)
|
||||
{
|
||||
gapv[i] = gap_true1[nonzero_rows1[i]];
|
||||
}
|
||||
for (int i = 0; i<nrows2; i++)
|
||||
{
|
||||
gapv[nrows1+i] = gap_true2[nonzero_rows2[i]];
|
||||
}
|
||||
|
||||
Array2D<HypreParMatrix *> A_array(2,1);
|
||||
A_array(0,0) = M1;
|
||||
A_array(1,0) = M2;
|
||||
|
||||
M = HypreParMatrixFromBlocks(A_array);
|
||||
|
||||
constraints_starts.SetSize(2);
|
||||
constraints_starts[0] = M->RowPart()[0];
|
||||
constraints_starts[1] = M->RowPart()[1];
|
||||
|
||||
}
|
||||
|
||||
|
||||
|
||||
double ParContactProblem::E(const Vector & d)
|
||||
{
|
||||
Vector kd(K->Height());
|
||||
K->Mult(d,kd);
|
||||
return 0.5 * InnerProduct(comm,d, kd) - InnerProduct(comm,d, *B);
|
||||
}
|
||||
|
||||
void ParContactProblem::DdE(const Vector &d, Vector &gradE)
|
||||
{
|
||||
gradE.SetSize(K->Height());
|
||||
K->Mult(d, gradE);
|
||||
gradE.Add(-1.0, *B);
|
||||
}
|
||||
|
||||
HypreParMatrix* ParContactProblem::DddE(const Vector &d)
|
||||
{
|
||||
return K;
|
||||
}
|
||||
|
||||
void ParContactProblem::g(const Vector &d, Vector &gd)
|
||||
{
|
||||
gd = GetGapFunction();
|
||||
}
|
||||
|
||||
HypreParMatrix* ParContactProblem::Ddg(const Vector &d)
|
||||
{
|
||||
return GetJacobian();
|
||||
}
|
||||
|
||||
HypreParMatrix* ParContactProblem::lDddg(const Vector &d, const Vector &l)
|
||||
{
|
||||
return nullptr; // for now
|
||||
}
|
||||
|
||||
|
||||
QPOptParContactProblem::QPOptParContactProblem(ParContactProblem * problem_, Vector &xref_)
|
||||
: problem(problem_)
|
||||
{
|
||||
dimU = problem->GetNumDofs();
|
||||
dimM = problem->GetNumConstraints();
|
||||
dimC = problem->GetNumConstraints();
|
||||
ml.SetSize(dimM); ml = 0.0;
|
||||
Vector negone(dimM); negone = -1.0;
|
||||
SparseMatrix diag(negone);
|
||||
|
||||
xref.SetSize(xref_.Size());
|
||||
xref.Set(1.0, xref_);
|
||||
|
||||
int gsize = problem->GetGlobalNumConstraints();
|
||||
int * rows = problem->GetConstraintsStarts().GetData();
|
||||
|
||||
NegId = new HypreParMatrix(problem->GetComm(),gsize, rows,&diag);
|
||||
HypreStealOwnership(*NegId, diag);
|
||||
}
|
||||
|
||||
int QPOptParContactProblem::GetDimU() { return dimU; }
|
||||
|
||||
int QPOptParContactProblem::GetDimM() { return dimM; }
|
||||
|
||||
int QPOptParContactProblem::GetDimC() { return dimC; }
|
||||
|
||||
Vector & QPOptParContactProblem::Getml() { return ml; }
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Duuf(const BlockVector & x)
|
||||
{
|
||||
return problem->DddE(x.GetBlock(0));
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Dumf(const BlockVector & x)
|
||||
{
|
||||
return nullptr;
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Dmuf(const BlockVector & x)
|
||||
{
|
||||
return nullptr;
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Dmmf(const BlockVector & x)
|
||||
{
|
||||
return nullptr;
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Duc(const BlockVector & x)
|
||||
{
|
||||
return problem->Ddg(x.GetBlock(0));
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::Dmc(const BlockVector & x)
|
||||
{
|
||||
return NegId;
|
||||
}
|
||||
|
||||
HypreParMatrix * QPOptParContactProblem::lDuuc(const BlockVector & x, const Vector & l)
|
||||
{
|
||||
return nullptr;
|
||||
}
|
||||
|
||||
|
||||
void QPOptParContactProblem::c(const BlockVector &x, Vector & y)
|
||||
{
|
||||
Vector g0; // g(dref)
|
||||
problem->g(x.GetBlock(0), g0); // gap function
|
||||
|
||||
// temp = d - xref (expansion)
|
||||
Vector temp(x.GetBlock(0).Size()); temp = 0.0;
|
||||
temp.Set(1.0, x.GetBlock(0));
|
||||
temp.Add(-1.0, xref); // displacement at previous time step
|
||||
|
||||
problem->GetJacobian()->Mult(temp, y); // J * (d - xref)
|
||||
y.Add(1.0, g0); // J * (d - xref) + g0
|
||||
y.Add(-1.0, x.GetBlock(1)); // J * (d - xref) + g0 - s
|
||||
}
|
||||
|
||||
double QPOptParContactProblem::CalcObjective(const BlockVector & x)
|
||||
{
|
||||
return problem->E(x.GetBlock(0));
|
||||
}
|
||||
|
||||
void QPOptParContactProblem::CalcObjectiveGrad(const BlockVector & x, BlockVector & y)
|
||||
{
|
||||
problem->DdE(x.GetBlock(0), y.GetBlock(0));
|
||||
y.GetBlock(1) = 0.0;
|
||||
}
|
||||
|
||||
QPOptParContactProblem::~QPOptParContactProblem()
|
||||
{
|
||||
delete NegId;
|
||||
}
|
||||
|
||||
// #endif
|
||||
@@ -0,0 +1,335 @@
|
||||
|
||||
#include "parproblems_util.hpp"
|
||||
|
||||
class ParElasticityProblem
|
||||
{
|
||||
private:
|
||||
MPI_Comm comm;
|
||||
bool formsystem = false;
|
||||
ParMesh * pmesh = nullptr;
|
||||
Array<int> ess_bdr_attr, ess_bdr_attr_comp;
|
||||
int order;
|
||||
int ndofs;
|
||||
int ntdofs;
|
||||
int gndofs;
|
||||
FiniteElementCollection * fec = nullptr;
|
||||
ParFiniteElementSpace * fes = nullptr;
|
||||
Vector lambda, mu;
|
||||
PWConstCoefficient lambda_cf, mu_cf;
|
||||
Array<int> ess_bdr, ess_tdof_list;
|
||||
ParBilinearForm * a = nullptr;
|
||||
ParLinearForm * b = nullptr;
|
||||
ParGridFunction x;
|
||||
HypreParMatrix A;
|
||||
Vector B,X;
|
||||
ConstantCoefficient pressure_cf;
|
||||
VectorArrayCoefficient * bf = nullptr;
|
||||
void Init();
|
||||
bool own_mesh;
|
||||
public:
|
||||
ParElasticityProblem(MPI_Comm comm_, const char *mesh_file , int sref, int pref,
|
||||
Array<int> & ess_bdr_attr_, Array<int> & ess_bdr_attr_comp_,
|
||||
int order_ = 1 )
|
||||
: comm(comm_), ess_bdr_attr(ess_bdr_attr_),ess_bdr_attr_comp(ess_bdr_attr_comp_), order(order_)
|
||||
{
|
||||
own_mesh = true;
|
||||
Mesh * mesh = new Mesh(mesh_file,1,1);
|
||||
for (int i = 0; i<sref; i++)
|
||||
{
|
||||
mesh->UniformRefinement();
|
||||
}
|
||||
pmesh = new ParMesh(comm,*mesh);
|
||||
MFEM_VERIFY(pmesh->GetNE(), "ParElasticityProblem::Empty partition");
|
||||
delete mesh;
|
||||
for (int i = 0; i<pref; i++)
|
||||
{
|
||||
pmesh->UniformRefinement();
|
||||
}
|
||||
Init();
|
||||
}
|
||||
|
||||
ParElasticityProblem(ParMesh * pmesh_, Array<int> & ess_bdr_attr_, Array<int> & ess_bdr_attr_comp_, int order_ = 1)
|
||||
: pmesh(pmesh_), ess_bdr_attr(ess_bdr_attr_), ess_bdr_attr_comp(ess_bdr_attr_comp_), order(order_)
|
||||
{
|
||||
own_mesh = false;
|
||||
comm = pmesh->GetComm();
|
||||
Init();
|
||||
}
|
||||
|
||||
ParMesh * GetMesh() { return pmesh; }
|
||||
ParFiniteElementSpace * GetFESpace() { return fes; }
|
||||
FiniteElementCollection * GetFECol() { return fec; }
|
||||
int GetNumDofs() { return ndofs; }
|
||||
int GetNumTDofs() { return ntdofs; }
|
||||
int GetGlobalNumDofs() { return gndofs; }
|
||||
HypreParMatrix & GetOperator()
|
||||
{
|
||||
MFEM_VERIFY(formsystem, "System not formed yet. Call FormLinearSystem()");
|
||||
return A;
|
||||
}
|
||||
Vector & GetRHS()
|
||||
{
|
||||
MFEM_VERIFY(formsystem, "System not formed yet. Call FormLinearSystem()");
|
||||
return B;
|
||||
}
|
||||
|
||||
void SetLambda(const Vector & lambda_)
|
||||
{
|
||||
lambda = lambda_;
|
||||
lambda_cf.UpdateConstants(lambda);
|
||||
}
|
||||
void SetMu(const Vector & mu_)
|
||||
{
|
||||
mu = mu_;
|
||||
mu_cf.UpdateConstants(mu);
|
||||
}
|
||||
|
||||
void SetNeumanPressureData(ConstantCoefficient &f, Array<int> & bdr_marker)
|
||||
{
|
||||
pressure_cf.constant = f.constant;
|
||||
b->AddBoundaryIntegrator(new VectorBoundaryFluxLFIntegrator(pressure_cf),bdr_marker);
|
||||
}
|
||||
|
||||
void SetNeumanData(int comp, int bdrattr, double value)
|
||||
{
|
||||
int dim = pmesh->Dimension();
|
||||
bf = new VectorArrayCoefficient(dim);
|
||||
for (int i = 0; i < dim; i++)
|
||||
{
|
||||
if (i == comp)
|
||||
{
|
||||
Vector pull_force(pmesh->bdr_attributes.Max());
|
||||
pull_force = 0.0;
|
||||
pull_force(bdrattr-1) = value;
|
||||
bf->Set(i, new PWConstCoefficient(pull_force));
|
||||
}
|
||||
else
|
||||
{
|
||||
bf->Set(i, new ConstantCoefficient(0.0));
|
||||
}
|
||||
}
|
||||
b->AddBoundaryIntegrator(new VectorBoundaryLFIntegrator(*bf));
|
||||
}
|
||||
|
||||
void UpdateEssentialBC(Array<int> & ess_bdr_attr_, Array<int> & ess_bdr_attr_comp_)
|
||||
{
|
||||
ess_bdr_attr = ess_bdr_attr_;
|
||||
ess_bdr_attr_comp = ess_bdr_attr_comp_;
|
||||
ess_tdof_list.SetSize(0);
|
||||
if (pmesh->bdr_attributes.Size())
|
||||
{
|
||||
ess_bdr.SetSize(pmesh->bdr_attributes.Max());
|
||||
}
|
||||
ess_bdr = 0;
|
||||
Array<int> ess_tdof_list_temp;
|
||||
for (int i = 0; i < ess_bdr_attr.Size(); i++ )
|
||||
{
|
||||
ess_bdr[ess_bdr_attr[i]-1] = 1;
|
||||
fes->GetEssentialTrueDofs(ess_bdr,ess_tdof_list_temp,ess_bdr_attr_comp[i]);
|
||||
ess_tdof_list.Append(ess_tdof_list_temp);
|
||||
ess_bdr[ess_bdr_attr[i]-1] = 0;
|
||||
}
|
||||
}
|
||||
|
||||
void UpdateStep()
|
||||
{
|
||||
if (formsystem)
|
||||
{
|
||||
delete b;
|
||||
b = new ParLinearForm(fes);
|
||||
delete a;
|
||||
a = new ParBilinearForm(fes);
|
||||
a->AddDomainIntegrator(new ElasticityIntegrator(lambda_cf,mu_cf));
|
||||
|
||||
|
||||
// a->Update();
|
||||
formsystem = false;
|
||||
}
|
||||
}
|
||||
|
||||
void FormLinearSystem();
|
||||
void UpdateLinearSystem();
|
||||
|
||||
void SetDisplacementDirichletData(const Vector & delta)
|
||||
{
|
||||
VectorConstantCoefficient delta_cf(delta);
|
||||
x.ProjectBdrCoefficient(delta_cf,ess_bdr);
|
||||
bool vis = false;
|
||||
if (vis)
|
||||
{
|
||||
int myid, num_procs;
|
||||
MPI_Comm_rank(comm, &myid);
|
||||
MPI_Comm_size(comm, &num_procs);
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
socketstream sol_sock(vishost, visport);
|
||||
sol_sock << "parallel " << num_procs << " " << myid << "\n";
|
||||
sol_sock.precision(8);
|
||||
sol_sock << "solution\n" << *pmesh << x << std::flush;
|
||||
MFEM_ABORT("");
|
||||
}
|
||||
};
|
||||
|
||||
void ResetDisplacementDirichletData()
|
||||
{
|
||||
x = 0.0;
|
||||
}
|
||||
|
||||
void SetDisplacementDirichletData(const Vector & delta, Array<int> essbdr)
|
||||
{
|
||||
VectorConstantCoefficient delta_cf(delta);
|
||||
x.ProjectBdrCoefficient(delta_cf,essbdr);
|
||||
bool vis = false;
|
||||
if (vis)
|
||||
{
|
||||
int myid, num_procs;
|
||||
MPI_Comm_rank(comm, &myid);
|
||||
MPI_Comm_size(comm, &num_procs);
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
socketstream sol_sock(vishost, visport);
|
||||
sol_sock << "parallel " << num_procs << " " << myid << "\n";
|
||||
sol_sock.precision(8);
|
||||
sol_sock << "solution\n" << *pmesh << x << std::flush;
|
||||
MFEM_ABORT("");
|
||||
}
|
||||
};
|
||||
|
||||
ParGridFunction & GetDisplacementGridFunction() {return x;};
|
||||
Array<int> & GetEssentialDofs() {return ess_tdof_list;};
|
||||
|
||||
~ParElasticityProblem()
|
||||
{
|
||||
delete a;
|
||||
delete b;
|
||||
delete fes;
|
||||
delete fec;
|
||||
if (own_mesh)
|
||||
{
|
||||
delete pmesh;
|
||||
}
|
||||
delete bf;
|
||||
}
|
||||
};
|
||||
|
||||
|
||||
// #ifdef MFEM_USE_TRIBOL
|
||||
|
||||
class ParContactProblem
|
||||
{
|
||||
private:
|
||||
MPI_Comm comm;
|
||||
int numprocs;
|
||||
int myid;
|
||||
ParElasticityProblem * prob = nullptr;
|
||||
ParFiniteElementSpace * vfes = nullptr;
|
||||
int dim;
|
||||
GridFunction nodes0;
|
||||
GridFunction *nodes1 = nullptr;
|
||||
std::set<int> contact_vertices;
|
||||
std::vector<int> dof_offsets;
|
||||
std::vector<int> vertex_offsets;
|
||||
std::vector<int> constraints_offsets;
|
||||
Array<int> tdof_offsets;
|
||||
Array<int> constraints_starts;
|
||||
Array<int> globalvertices;
|
||||
Array<int> vertices;
|
||||
ParGridFunction * coords = nullptr;
|
||||
//ParGridFunction * xref = nullptr;
|
||||
|
||||
protected:
|
||||
int npoints=0;
|
||||
int gnpoints=0;
|
||||
int nv, gnv;
|
||||
HypreParMatrix * K = nullptr;
|
||||
HypreParMatrix * Pi = nullptr;
|
||||
HypreParMatrix * Pb = nullptr;
|
||||
Vector *B = nullptr;
|
||||
Vector gapv;
|
||||
HypreParMatrix * M=nullptr;
|
||||
void SetupTribol();
|
||||
void SetupTribolDoublePass();
|
||||
std::set<int> mortar_attrs;
|
||||
// plane of top block
|
||||
std::set<int> nonmortar_attrs;
|
||||
bool doublepass = false;
|
||||
|
||||
public:
|
||||
ParContactProblem(ParElasticityProblem * prob_,
|
||||
const std::set<int> & mortar_attrs_, const std::set<int> & nonmortar_attrs_,
|
||||
ParGridFunction * coords_,
|
||||
bool doublepass = false);
|
||||
|
||||
ParElasticityProblem * GetElasticityProblem() {return prob;}
|
||||
MPI_Comm GetComm() {return comm;}
|
||||
int GetNumDofs() {return K->Height();}
|
||||
int GetGlobalNumDofs() {return K->GetGlobalNumRows();}
|
||||
int GetNumConstraints() {return M->Height();}
|
||||
int GetGlobalNumConstraints() { return M->GetGlobalNumRows(); }
|
||||
|
||||
std::vector<int> & GetDofOffets() { return dof_offsets; }
|
||||
std::vector<int> & GetVertexOffsets() { return vertex_offsets; }
|
||||
std::vector<int> & GetConstraintsOffsets() { return constraints_offsets; }
|
||||
Array<int> & GetConstraintsStarts() { return constraints_starts; }
|
||||
|
||||
Vector & GetGapFunction() {return gapv;}
|
||||
|
||||
HypreParMatrix * GetJacobian() {return M;}
|
||||
|
||||
double E(const Vector & d);
|
||||
void DdE(const Vector &d, Vector &gradE);
|
||||
HypreParMatrix* DddE(const Vector &d);
|
||||
void g(const Vector &d, Vector &gd);
|
||||
HypreParMatrix* Ddg(const Vector &d);
|
||||
HypreParMatrix* lDddg(const Vector &d, const Vector &l);
|
||||
|
||||
HypreParMatrix * GetRestrictionToInteriorDofs() {return Pi;}
|
||||
HypreParMatrix * GetRestrictionToContactDofs() {return Pb;}
|
||||
|
||||
~ParContactProblem()
|
||||
{
|
||||
delete B;
|
||||
delete K;
|
||||
delete M;
|
||||
}
|
||||
};
|
||||
|
||||
|
||||
class QPOptParContactProblem
|
||||
{
|
||||
private:
|
||||
ParContactProblem * problem = nullptr;
|
||||
int dimU, dimM, dimC;
|
||||
Vector ml;
|
||||
HypreParMatrix * NegId = nullptr;
|
||||
Vector xref;
|
||||
public:
|
||||
QPOptParContactProblem(ParContactProblem * problem_, Vector & xref_);
|
||||
int GetDimU();
|
||||
int GetDimM();
|
||||
int GetDimC();
|
||||
Vector & Getml();
|
||||
MPI_Comm GetComm() {return problem->GetComm();}
|
||||
int * GetConstraintsStarts() {return problem->GetConstraintsStarts().GetData();}
|
||||
int GetGlobalNumConstraints() {return problem->GetGlobalNumConstraints();}
|
||||
|
||||
ParElasticityProblem * GetElasticityProblem() {return problem->GetElasticityProblem();}
|
||||
|
||||
HypreParMatrix * Duuf(const BlockVector &);
|
||||
HypreParMatrix * Dumf(const BlockVector &);
|
||||
HypreParMatrix * Dmuf(const BlockVector &);
|
||||
HypreParMatrix * Dmmf(const BlockVector &);
|
||||
HypreParMatrix * Duc(const BlockVector &);
|
||||
HypreParMatrix * Dmc(const BlockVector &);
|
||||
HypreParMatrix * lDuuc(const BlockVector &, const Vector &);
|
||||
|
||||
HypreParMatrix * GetRestrictionToInteriorDofs() {return problem->GetRestrictionToInteriorDofs();}
|
||||
HypreParMatrix * GetRestrictionToContactDofs() {return problem->GetRestrictionToContactDofs();}
|
||||
|
||||
void c(const BlockVector &, Vector &);
|
||||
double CalcObjective(const BlockVector &);
|
||||
void CalcObjectiveGrad(const BlockVector &, BlockVector &);
|
||||
~QPOptParContactProblem();
|
||||
};
|
||||
|
||||
// #endif
|
||||
@@ -0,0 +1,115 @@
|
||||
#include "parproblems_util.hpp"
|
||||
|
||||
int get_rank(int tdof, std::vector<int> & tdof_offsets)
|
||||
{
|
||||
int size = tdof_offsets.size();
|
||||
if (size == 1) { return 0; }
|
||||
std::vector<int>::iterator up;
|
||||
up=std::upper_bound(tdof_offsets.begin(), tdof_offsets.end(),tdof); //
|
||||
return std::distance(tdof_offsets.begin(),up)-1;
|
||||
}
|
||||
|
||||
void ComputeTdofOffsets(const ParFiniteElementSpace * pfes,
|
||||
std::vector<int> & tdof_offsets)
|
||||
{
|
||||
MPI_Comm comm = pfes->GetComm();
|
||||
int num_procs;
|
||||
MPI_Comm_size(comm, &num_procs);
|
||||
tdof_offsets.resize(num_procs);
|
||||
int mytoffset = pfes->GetMyTDofOffset();
|
||||
MPI_Allgather(&mytoffset,1,MPI_INT,&tdof_offsets[0],1,MPI_INT,comm);
|
||||
}
|
||||
|
||||
void ComputeTdofOffsets(MPI_Comm comm, int mytoffset, std::vector<int> & tdof_offsets)
|
||||
{
|
||||
int num_procs;
|
||||
MPI_Comm_size(comm,&num_procs);
|
||||
tdof_offsets.resize(num_procs);
|
||||
MPI_Allgather(&mytoffset,1,MPI_INT,&tdof_offsets[0],1,MPI_INT,comm);
|
||||
}
|
||||
|
||||
void ComputeTdofs(MPI_Comm comm, int mytoffs, std::vector<int> & tdofs)
|
||||
{
|
||||
int num_procs;
|
||||
MPI_Comm_size(comm,&num_procs);
|
||||
tdofs.resize(num_procs);
|
||||
MPI_Allgather(&mytoffs,1,MPI_INT,&tdofs,1,MPI_INT,comm);
|
||||
}
|
||||
|
||||
|
||||
// Performs Pᵀ * A * P for BlockOperator P (with blocks as HypreParMatrices)
|
||||
// and A a HypreParMatrix, i.e., this handles the special case
|
||||
// where P = [P₁ P₂ ⋅⋅⋅ Pₙ]
|
||||
// C = Pᵀ * A * P
|
||||
void RAP(const HypreParMatrix & A, const BlockOperator & P,
|
||||
BlockOperator & C)
|
||||
{
|
||||
int nblocks = P.NumColBlocks();
|
||||
|
||||
const HypreParMatrix * Pi = nullptr;
|
||||
const HypreParMatrix * Pj = nullptr;
|
||||
HypreParMatrix * PitAPj = nullptr;
|
||||
|
||||
for (int i = 0; i< nblocks; i++)
|
||||
{
|
||||
if (P.IsZeroBlock(0,i)) continue;
|
||||
Pi = dynamic_cast<const HypreParMatrix*>(&P.GetBlock(0,i));
|
||||
for (int j = 0; j<nblocks; j++)
|
||||
{
|
||||
if (P.IsZeroBlock(0,j)) continue;
|
||||
Pj = dynamic_cast<const HypreParMatrix*>(&P.GetBlock(0,j));
|
||||
if (i == j)
|
||||
{
|
||||
PitAPj = RAP(&A, Pj);
|
||||
}
|
||||
else
|
||||
{
|
||||
PitAPj = RAP(Pi, &A, Pj);
|
||||
}
|
||||
C.SetBlock(i,j,PitAPj);
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
void ParAdd(const BlockOperator & A, const BlockOperator & B, BlockOperator & C)
|
||||
{
|
||||
int n = A.NumRowBlocks();
|
||||
int m = A.NumColBlocks();
|
||||
MFEM_VERIFY(B.NumRowBlocks() == n, "Inconsistent number of row blocks");
|
||||
MFEM_VERIFY(B.NumColBlocks() == m, "Inconsistent number of column blocks");
|
||||
|
||||
const HypreParMatrix * a;
|
||||
const HypreParMatrix * b;
|
||||
for (int i = 0; i<n; i++)
|
||||
{
|
||||
for (int j = 0; j<m; j++)
|
||||
{
|
||||
a = nullptr;
|
||||
b = nullptr;
|
||||
if (!A.IsZeroBlock(i,j))
|
||||
{
|
||||
a = dynamic_cast<const HypreParMatrix*>(&A.GetBlock(i,j));
|
||||
}
|
||||
if (!B.IsZeroBlock(i,j))
|
||||
{
|
||||
b = dynamic_cast<const HypreParMatrix*>(&B.GetBlock(i,j));
|
||||
}
|
||||
if (a && b)
|
||||
{
|
||||
C.SetBlock(i,j,ParAdd(a,b));
|
||||
}
|
||||
else if (a)
|
||||
{
|
||||
C.SetBlock(i,j,new HypreParMatrix(*a));
|
||||
}
|
||||
else if (b)
|
||||
{
|
||||
C.SetBlock(i,j,new HypreParMatrix(*b));
|
||||
}
|
||||
else
|
||||
{
|
||||
// do nothing
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
@@ -0,0 +1,23 @@
|
||||
|
||||
#include "mfem.hpp"
|
||||
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
#include "axom/slic.hpp"
|
||||
|
||||
#include "tribol/interface/tribol.hpp"
|
||||
#include "tribol/interface/mfem_tribol.hpp"
|
||||
int get_rank(int tdof, std::vector<int> & tdof_offsets);
|
||||
void ComputeTdofOffsets(const ParFiniteElementSpace * pfes,
|
||||
std::vector<int> & tdof_offsets);
|
||||
void ComputeTdofOffsets(MPI_Comm comm, int mytoffset, std::vector<int> & tdof_offsets);
|
||||
void ComputeTdofs(MPI_Comm comm, int mytoffs, std::vector<int> & tdofs);
|
||||
|
||||
|
||||
// Performs Pᵀ * A * P for BlockOperator P (with blocks as HypreParMatrices)
|
||||
// and A a HypreParMatrix, i.e., this handles the special case
|
||||
// where P = [P₁ P₂ ⋅⋅⋅ Pₙ]
|
||||
void RAP(const HypreParMatrix & A, const BlockOperator & P, BlockOperator & C);
|
||||
void ParAdd(const BlockOperator & A, const BlockOperator & B, BlockOperator & C);
|
||||
@@ -0,0 +1,564 @@
|
||||
// Parallel contact example
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 1 -testno 4
|
||||
// CG iteration numbers = 105 114 116 115 113 109 113 108 107 114 206 236 268 435 987
|
||||
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 0 -testno 5
|
||||
// CG iteration numbers = 106 116 116 116 115 113 107 107 128 131 531 1437 1318
|
||||
|
||||
// mpirun -np 4 ./contact -ls 2 -sr 0 -testno 6
|
||||
// CG iteration numbers = 18 18 18 18 18 17 17 21 22 46 52 53
|
||||
#include "mfem.hpp"
|
||||
#include <fstream>
|
||||
#include <iostream>
|
||||
#include "ipsolver/ParIPsolver.hpp"
|
||||
|
||||
using namespace std;
|
||||
using namespace mfem;
|
||||
|
||||
int main(int argc, char *argv[])
|
||||
{
|
||||
Mpi::Init();
|
||||
int myid = Mpi::WorldRank();
|
||||
int num_procs = Mpi::WorldSize();
|
||||
Hypre::Init();
|
||||
|
||||
int order = 1;
|
||||
int sref = 1;
|
||||
int pref = 0;
|
||||
Array<int> attr;
|
||||
Array<int> m_attr;
|
||||
bool visualization = true;
|
||||
bool paraview = false;
|
||||
bool elast = false;
|
||||
bool nocontact = false;
|
||||
int testNo = -1; // 0-6
|
||||
// 1. Parse command-line options.
|
||||
OptionsParser args(argc, argv);
|
||||
args.AddOption(&testNo, "-testno", "--test-number",
|
||||
"Choice of test problem:"
|
||||
"-1: default (original 2 block problem)"
|
||||
"0: not implemented yet"
|
||||
"1: not implemented yet"
|
||||
"2: not implemented yet"
|
||||
"3: not implemented yet"
|
||||
"4: two block problem - diablo"
|
||||
"41: two block problem - twisted"
|
||||
"5: ironing problem"
|
||||
"51: ironing problem extended"
|
||||
"6: nested spheres problem");
|
||||
args.AddOption(&attr, "-at", "--attributes-surf",
|
||||
"Attributes of boundary faces on contact surface for mesh 2.");
|
||||
args.AddOption(&sref, "-sr", "--serial-refinements",
|
||||
"Number of uniform refinements.");
|
||||
args.AddOption(&pref, "-pr", "--parallel-refinements",
|
||||
"Number of uniform refinements.");
|
||||
args.AddOption(&elast, "-elast", "--elast", "-no-elast",
|
||||
"--no-elast",
|
||||
"Enable or disable AMG Elasticity options.");
|
||||
args.AddOption(&nocontact, "-nocontact", "--nocontact", "-no-nocontact",
|
||||
"--no-nocontact",
|
||||
"Enable or disable AMG solve with no contact for testing.");
|
||||
args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
|
||||
"--no-visualization",
|
||||
"Enable or disable GLVis visualization.");
|
||||
args.AddOption(¶view, "-paraview", "--paraview", "-no-paraview",
|
||||
"--no-paraview",
|
||||
"Enable or disable ParaView visualization.");
|
||||
args.Parse();
|
||||
if (!args.Good())
|
||||
{
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintUsage(cout);
|
||||
}
|
||||
return 1;
|
||||
}
|
||||
if (myid == 0)
|
||||
{
|
||||
args.PrintOptions(cout);
|
||||
}
|
||||
|
||||
if (Mpi::Root())
|
||||
{
|
||||
mfem::out << "Solving test problem number: " << testNo << endl;
|
||||
}
|
||||
|
||||
const char *mesh_file = nullptr;
|
||||
|
||||
switch (testNo)
|
||||
{
|
||||
case -1:
|
||||
mesh_file = "meshes/two-block.mesh";
|
||||
break;
|
||||
case 0:
|
||||
case 1:
|
||||
case 2:
|
||||
case 3:
|
||||
{
|
||||
MFEM_ABORT("Problem not implemented yet");
|
||||
break;
|
||||
}
|
||||
case 4:
|
||||
mesh_file = "meshes/Test4.mesh";
|
||||
break;
|
||||
case 40:
|
||||
mesh_file = "meshes/Test40.mesh";
|
||||
break;
|
||||
case 41:
|
||||
mesh_file = "meshes/Test41.mesh";
|
||||
break;
|
||||
case 42:
|
||||
mesh_file = "meshes/Test42.mesh";
|
||||
break;
|
||||
case 5:
|
||||
mesh_file = "meshes/Test5.mesh";
|
||||
break;
|
||||
case 51:
|
||||
mesh_file = "meshes/Test51.mesh";
|
||||
break;
|
||||
case 6:
|
||||
mesh_file = "meshes/Test6.mesh";
|
||||
break;
|
||||
case 61:
|
||||
// Something wrong with this mesh
|
||||
mesh_file = "meshes/Test61.mesh";
|
||||
break;
|
||||
case 62:
|
||||
mesh_file = "meshes/Test62.mesh";
|
||||
break;
|
||||
default:
|
||||
MFEM_ABORT("Should be unreachable");
|
||||
break;
|
||||
}
|
||||
|
||||
Mesh * mesh = new Mesh(mesh_file,1);
|
||||
for (int i = 0; i<sref; i++)
|
||||
{
|
||||
mesh->UniformRefinement();
|
||||
}
|
||||
|
||||
ParMesh * pmesh = new ParMesh(MPI_COMM_WORLD,*mesh);
|
||||
|
||||
for (int i = 0; i<pref; i++)
|
||||
{
|
||||
pmesh->UniformRefinement();
|
||||
}
|
||||
|
||||
Array<int> ess_bdr_attr;
|
||||
Array<int> ess_bdr_attr_comp;
|
||||
if (testNo == 6 || testNo == 61)
|
||||
{
|
||||
ess_bdr_attr.Append(1); ess_bdr_attr_comp.Append(1);
|
||||
ess_bdr_attr.Append(2); ess_bdr_attr_comp.Append(2);
|
||||
ess_bdr_attr.Append(4); ess_bdr_attr_comp.Append(0);
|
||||
ess_bdr_attr.Append(5); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else if (testNo == 62)
|
||||
{
|
||||
ess_bdr_attr.Append(4); ess_bdr_attr_comp.Append(0);
|
||||
ess_bdr_attr.Append(5); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else if (testNo == 40)
|
||||
{
|
||||
ess_bdr_attr.Append(1); ess_bdr_attr_comp.Append(-1);
|
||||
ess_bdr_attr.Append(10); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
else
|
||||
{
|
||||
ess_bdr_attr.Append(2); ess_bdr_attr_comp.Append(-1);
|
||||
ess_bdr_attr.Append(6); ess_bdr_attr_comp.Append(-1);
|
||||
}
|
||||
ParElasticityProblem * prob = new ParElasticityProblem(pmesh,
|
||||
ess_bdr_attr,ess_bdr_attr_comp,
|
||||
order);
|
||||
Vector lambda(prob->GetMesh()->attributes.Max());
|
||||
Vector mu(prob->GetMesh()->attributes.Max());
|
||||
|
||||
if (testNo == -1 )
|
||||
{
|
||||
lambda = 57.6923076923;
|
||||
mu = 38.4615384615;
|
||||
}
|
||||
else if (testNo == 6 || testNo == 61 || testNo == 62)
|
||||
{
|
||||
lambda = (1000*0.3)/(1.3*0.4);
|
||||
mu = 500/(1.3);
|
||||
}
|
||||
else
|
||||
{
|
||||
lambda[0] = 0.499/(1.499*0.002);
|
||||
lambda[1] = 0.0;
|
||||
mu[0] = 1./(2*1.499);
|
||||
mu[1] = 500;
|
||||
}
|
||||
|
||||
prob->SetLambda(lambda); prob->SetMu(mu);
|
||||
|
||||
int dim = pmesh->Dimension();
|
||||
Vector ess_values(dim);
|
||||
int essbdr_attr;
|
||||
Array<int> ess_bdr(pmesh->bdr_attributes.Max());
|
||||
|
||||
ess_values = 0.0;
|
||||
|
||||
|
||||
// ConstantCoefficient one(-area);
|
||||
ConstantCoefficient one(-1.0);
|
||||
|
||||
std::set<int> mortar_attr;
|
||||
std::set<int> nonmortar_attr;
|
||||
|
||||
int nsteps = 100;
|
||||
if (testNo == 6 || testNo == 61)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_bdr = 0;
|
||||
ess_bdr[0] = 1;
|
||||
ess_bdr[1] = 1;
|
||||
ess_bdr[3] = 1;
|
||||
ess_bdr[4] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
// prob->SetNeumanPressureData(one,ess_bdr);
|
||||
mortar_attr.insert(6);
|
||||
mortar_attr.insert(9);
|
||||
nonmortar_attr.insert(7);
|
||||
nonmortar_attr.insert(8);
|
||||
}
|
||||
else if(testNo == 62)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_bdr = 0;
|
||||
ess_bdr[3] = 1;
|
||||
ess_bdr[4] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
// prob->SetNeumanPressureData(one,ess_bdr);
|
||||
prob->SetNeumanData(0,3,-2.0);
|
||||
mortar_attr.insert(6);
|
||||
mortar_attr.insert(9);
|
||||
nonmortar_attr.insert(7);
|
||||
nonmortar_attr.insert(8);
|
||||
}
|
||||
else
|
||||
{
|
||||
if (testNo == -1 || testNo == 41)
|
||||
{
|
||||
ess_values[0] = 0.1/nsteps;
|
||||
}
|
||||
else
|
||||
{
|
||||
ess_values[2] = 1.0/1.4/nsteps;
|
||||
// ess_values[0] = -2.0/nsteps;
|
||||
}
|
||||
essbdr_attr = (testNo == 40) ? 1 : 2;
|
||||
ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
// prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
essbdr_attr = (testNo == 40) ? 10 : 6;
|
||||
ess_values = 0.0; ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
// prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
if (testNo == 40)
|
||||
{
|
||||
mortar_attr.insert(4);
|
||||
nonmortar_attr.insert(7);
|
||||
}
|
||||
else
|
||||
{
|
||||
mortar_attr.insert(3);
|
||||
nonmortar_attr.insert(4);
|
||||
}
|
||||
}
|
||||
|
||||
ParFiniteElementSpace * fes = prob->GetFESpace();
|
||||
ParGridFunction x_gf(fes); x_gf = 0.0;
|
||||
ParGridFunction xnew(fes); xnew = 0.0;
|
||||
ParaViewDataCollection * paraview_dc = nullptr;
|
||||
ParMesh pmesh_copy(*pmesh);
|
||||
ParFiniteElementSpace fes_copy(*fes,pmesh_copy);
|
||||
ParGridFunction xcopy_gf(&fes_copy); xcopy_gf = 0.0;
|
||||
|
||||
if (paraview)
|
||||
{
|
||||
std::ostringstream paraview_file_name;
|
||||
paraview_file_name << "QPContact-Test_" << testNo
|
||||
<< "_par_ref_" << pref
|
||||
<< "_ser_ref_" << sref;
|
||||
paraview_dc = new ParaViewDataCollection(paraview_file_name.str(), &pmesh_copy);
|
||||
paraview_dc->SetPrefixPath("ParaView");
|
||||
paraview_dc->SetLevelsOfDetail(1);
|
||||
paraview_dc->SetDataFormat(VTKFormat::BINARY);
|
||||
paraview_dc->SetHighOrderOutput(true);
|
||||
// paraview_dc->RegisterField("u", &x_gf);
|
||||
paraview_dc->RegisterField("u", &xcopy_gf);
|
||||
paraview_dc->SetCycle(0);
|
||||
paraview_dc->SetTime(double(0));
|
||||
paraview_dc->Save();
|
||||
}
|
||||
socketstream sol_sock;
|
||||
if (visualization)
|
||||
{
|
||||
char vishost[] = "localhost";
|
||||
int visport = 19916;
|
||||
sol_sock.open(vishost, visport);
|
||||
sol_sock.precision(8);
|
||||
}
|
||||
|
||||
|
||||
ParGridFunction ref_coords(prob->GetFESpace());
|
||||
ParGridFunction new_coords(prob->GetFESpace());
|
||||
pmesh->GetNodes(new_coords);
|
||||
pmesh->GetNodes(ref_coords);
|
||||
|
||||
Vector xref(x_gf.GetTrueVector().Size());
|
||||
|
||||
double p = 1;
|
||||
ConstantCoefficient f(p);
|
||||
|
||||
double pseudotime = 1.0 / ((double) nsteps);
|
||||
if (testNo == 6)
|
||||
{
|
||||
ess_bdr = 0;
|
||||
ess_bdr[2] = 1;
|
||||
f.constant = -p * pseudotime;
|
||||
prob->SetNeumanPressureData(f,ess_bdr);
|
||||
// prob->SetNeumanData(0,3,-p*(i+1)/nsteps);
|
||||
}
|
||||
else if (testNo == 4 || testNo == 40 || testNo == 5 || testNo == 51)
|
||||
{
|
||||
ess_bdr = 0;
|
||||
essbdr_attr = (testNo == 40) ? 1 : 2;
|
||||
ess_bdr[essbdr_attr-1] = 1;
|
||||
ess_values = 0.0;
|
||||
//ess_values[2] = 4.0 / 7.0 * pseudotime;
|
||||
ess_values[2] = 1.0/1.4 * pseudotime;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
}
|
||||
else if (testNo == 41)
|
||||
{
|
||||
ess_values = 0.0;
|
||||
ess_values[0] = 0.5 * pseudotime; //0.5/nsteps*(i+1);
|
||||
// ess_values[0] = 0.0;
|
||||
essbdr_attr = 2;
|
||||
ess_bdr[essbdr_attr-1] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
essbdr_attr = 6;
|
||||
ess_values = 0.0;
|
||||
// ess_values[0] = -0.5/nsteps*(i+1);
|
||||
if (myid == 0)
|
||||
{
|
||||
mfem::out << "ess_values[0] = " << ess_values[0] << endl;
|
||||
}
|
||||
ess_bdr = 0; ess_bdr[essbdr_attr - 1] = 1;
|
||||
prob->SetDisplacementDirichletData(ess_values, ess_bdr);
|
||||
}
|
||||
|
||||
|
||||
/* ------- finite difference check -------- */
|
||||
Vector x0(fes->GetTrueVSize()); x0 = 0.0;
|
||||
//x0 = 2.0;
|
||||
//x0.Randomize(); x0 *= 1.e-2;
|
||||
Array<int> vdofs;
|
||||
for (int i = 0; i < pmesh->GetNE(); i++)
|
||||
{
|
||||
cout << "attribute = " << pmesh->GetAttribute(i) << endl;
|
||||
if (pmesh->GetAttribute(i) == 1)
|
||||
{
|
||||
continue;
|
||||
}
|
||||
fes->GetElementVDofs(i, vdofs);
|
||||
for (int j = 0; j < vdofs.Size(); j++)
|
||||
{
|
||||
x0(vdofs[j]) = 0.01;
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
|
||||
|
||||
x_gf.SetFromTrueDofs(x0);
|
||||
add(ref_coords, x_gf, new_coords);
|
||||
|
||||
Vector x1(fes->GetTrueVSize()); x1 = 0.0;
|
||||
Vector xdir(fes->GetTrueVSize()); xdir.Randomize();
|
||||
Vector temp(fes->GetTrueVSize()); temp = 0.0;
|
||||
xdir *= 1.e-2; // scale so as to avoid mesh tangling
|
||||
double eps = 1.0;
|
||||
|
||||
ParContactProblem ref_contact(prob, mortar_attr, nonmortar_attr, &new_coords);
|
||||
int ndofs = ref_contact.GetNumDofs();
|
||||
int nconstraints = ref_contact.GetNumConstraints();
|
||||
Vector g0 = ref_contact.GetGapFunction();
|
||||
g0.Print();
|
||||
HypreParMatrix * J0 = ref_contact.GetJacobian();
|
||||
|
||||
//for (int i = 0; i < 30; i++)
|
||||
//{
|
||||
// x1.Set(1.0, x0); // x1 = x0 + eps * xdir
|
||||
// x1.Add(eps, xdir);
|
||||
// x_gf.SetFromTrueDofs(x1);
|
||||
// add(ref_coords, x_gf, new_coords);
|
||||
// ParContactProblem new_contact(prob, mortar_attr, nonmortar_attr, &new_coords);
|
||||
// Vector g1 = new_contact.GetGapFunction(); // g1 = g(x0 + eps * xdir)
|
||||
// Vector fd_err(g1.Size());
|
||||
|
||||
// // ||J0 * xdir - (g1 - g0) / eps||
|
||||
// J0->Mult(xdir, fd_err);
|
||||
// fd_err.Add(-1.0 / eps, g1);
|
||||
// fd_err.Add(1.0 / eps, g0);
|
||||
// cout << "fd err = " << fd_err.Norml2() << ", eps = " << eps << endl;
|
||||
// eps /= 2.0;
|
||||
//}
|
||||
|
||||
|
||||
|
||||
//for (int i = 0; i < 30; i++)
|
||||
//{
|
||||
//// add(ref_coords,x_gf,new_coords);
|
||||
//
|
||||
//}
|
||||
|
||||
|
||||
//for (int i = 0; i < nsteps; i++)
|
||||
//{
|
||||
// //pseudotime = ((double) (i) / ((double) SQPrepeat) + 1.) / ((double) nsteps);
|
||||
// pseudotime = ((double) (i)) / ((double) nsteps);
|
||||
// for (int j = 0; j < SQPrepeat; j++)
|
||||
// {
|
||||
// paraview_time = pseudotime + j * paraview_subtimestep;
|
||||
|
||||
// //xref.Set(1.0, new_coords.GetTrueVector());
|
||||
// //xref.Add(-1.0, ref_coords.GetTrueVector());
|
||||
// xref.Set(1.0, x_gf.GetTrueVector());
|
||||
// ParContactProblem contact(prob, mortar_attr, nonmortar_attr, &new_coords, doublepass);
|
||||
// QPOptParContactProblem qpopt(&contact, xref);
|
||||
// int numconstr = contact.GetGlobalNumConstraints();
|
||||
// ParInteriorPointSolver optimizer(&qpopt);
|
||||
// optimizer.SetTol(optimizer_tol);
|
||||
// optimizer.SetMaxIter(optimizer_maxit);
|
||||
// optimizer.SetLinearSolver(linsolver);
|
||||
// optimizer.SetLinearSolveRelTol(linsolverrtol);
|
||||
// optimizer.SetLinearSolveAbsTol(linsolveratol);
|
||||
// optimizer.SetLinearSolveRelaxType(relax_type);
|
||||
// if (nocontact)
|
||||
// {
|
||||
// optimizer.EnableNoContactSolve();
|
||||
// }
|
||||
// if (elast)
|
||||
// {
|
||||
// optimizer.SetElasticityOptions(prob->GetFESpace());
|
||||
// }
|
||||
// // ParGridFunction x = prob->GetDisplacementGridFunction();
|
||||
// // x.SetTrueVector();
|
||||
// // Vector x0 = x.GetTrueVector();
|
||||
|
||||
// x_gf.SetTrueVector();
|
||||
// Vector x0 = x_gf.GetTrueVector();
|
||||
// int ndofs = x0.Size();
|
||||
// Vector xf(ndofs); xf = 0.0;
|
||||
// optimizer.Mult(x0, xf);
|
||||
// QPConverged = optimizer.GetConverged();
|
||||
// MFEM_VERIFY(QPConverged, "IPM not converged on QP contact problem");
|
||||
// //optimizer.SaveLambda(i);
|
||||
// //optimizer.SaveZl(i);
|
||||
// Vector xf_copy(xf);
|
||||
// xf_copy+=x0;
|
||||
// double Einitial = contact.E(x0);
|
||||
// // double Efinal = contact.E(xf);
|
||||
// double Efinal = contact.E(xf_copy);
|
||||
// Array<int> & CGiterations = optimizer.GetCGIterNumbers();
|
||||
// int gndofs = prob->GetGlobalNumDofs();
|
||||
// //dgdu = contact.Ddg(xf_copy);
|
||||
// //std::ostringstream dgdu_file_name;
|
||||
// //dgdu_file_name << "Jacobians/J" << i;
|
||||
// //dgdu->Print(dgdu_file_name.str().c_str());
|
||||
// if (Mpi::Root())
|
||||
// {
|
||||
// mfem::out << endl;
|
||||
// mfem::out << " Initial Energy objective = " << Einitial << endl;
|
||||
// mfem::out << " Final Energy objective = " << Efinal << endl;
|
||||
// mfem::out << " Global number of dofs = " << gndofs << endl;
|
||||
// mfem::out << " Global number of constraints = " << numconstr << endl;
|
||||
// mfem::out << " Optimizer number of iterations = " <<
|
||||
// optimizer.GetNumIterations() << endl;
|
||||
// if (linsolver == 2 || linsolver == 3 || linsolver == 4)
|
||||
// {
|
||||
// mfem::out << " CG iteration numbers = " ;
|
||||
// CGiterations.Print(mfem::out, CGiterations.Size());
|
||||
// }
|
||||
// if (nocontact)
|
||||
// {
|
||||
// Array<int> & CGNoContactIterations = optimizer.GetCGNoContactIterNumbers();
|
||||
// mfem::out << " CG no Contact iteration numbers = " ;
|
||||
// CGNoContactIterations.Print(mfem::out, CGNoContactIterations.Size());
|
||||
// }
|
||||
// if (outputfiles)
|
||||
// {
|
||||
// ostringstream file_name;
|
||||
// file_name << "output/Testno-"<<testNo<<"-ref-"<<sref+pref << "-step-" << i;
|
||||
// OutputData(file_name, Einitial, Efinal, gndofs,numconstr, optimizer.GetNumIterations(), CGiterations);
|
||||
// }
|
||||
// }
|
||||
|
||||
// // Vector X_new(xf.GetData(),fes->GetTrueVSize());
|
||||
// // xnew.SetFromTrueDofs(X_new);
|
||||
// // x_gf = xnew;
|
||||
// x_gf.SetFromTrueDofs(xf);
|
||||
// // mfem::out << "x_gf norm = " << x_gf.Norml2() << endl;
|
||||
// // cin.get();
|
||||
// // pmesh->MoveNodes(xnew);
|
||||
// // pmesh_copy.MoveNodes(xnew);
|
||||
// // pmesh_copy.MoveNodes(xnew);
|
||||
// add(ref_coords,x_gf,new_coords);
|
||||
// // mfem::out << " ref_coords norm " << ref_coords.Norml2() << endl;
|
||||
// // mfem::out << " x_gf norm " << x_gf.Norml2() << endl;
|
||||
// // mfem::out << " new_coords norm " << new_coords.Norml2() << endl;
|
||||
// // pmesh_copy.SetNodes(new_coords);
|
||||
// pmesh_copy.SetNodes(new_coords);
|
||||
// xcopy_gf = x_gf;
|
||||
// // pmesh_copy.MoveNodes(x_gf);
|
||||
// // pmesh_copy.SetNodes(x_gf);
|
||||
// if (paraview && ((i+1) % paraview_plot_every == 0 ))
|
||||
// {
|
||||
// paraview_cycle += 1;
|
||||
// paraview_dc->SetCycle(paraview_cycle) ;
|
||||
// paraview_dc->SetTime(paraview_time);
|
||||
// paraview_dc->Save();
|
||||
// }
|
||||
|
||||
// if (visualization)
|
||||
// {
|
||||
// sol_sock << "parallel " << num_procs << " " << myid << "\n"
|
||||
// << "solution\n" << pmesh_copy << x_gf << flush;
|
||||
//
|
||||
// if (i == nsteps - 1 && j == SQPrepeat - 1)
|
||||
// {
|
||||
// pmesh->MoveNodes(x_gf);
|
||||
// char vishost[] = "localhost";
|
||||
// int visport = 19916;
|
||||
// socketstream sol_sock1(vishost, visport);
|
||||
// sol_sock1 << "parallel " << num_procs << " " << myid << "\n";
|
||||
// sol_sock1.precision(8);
|
||||
// sol_sock1 << "solution\n" << *pmesh << x_gf << flush;
|
||||
// }
|
||||
// }
|
||||
// if (i == nsteps - 1 && j == SQPrepeat) break;
|
||||
|
||||
// prob->UpdateStep();
|
||||
// if (testNo == 6 )
|
||||
// {
|
||||
// double area_new = GetBdrArea(3,*pmesh);
|
||||
// if (myid == 0)
|
||||
// {
|
||||
// mfem::out << "New area = " << area_new << endl;
|
||||
// }
|
||||
// }
|
||||
// }
|
||||
//}
|
||||
|
||||
delete prob;
|
||||
delete pmesh;
|
||||
delete mesh;
|
||||
return 0;
|
||||
}
|
||||
@@ -580,6 +580,22 @@ int main (int argc, char *argv[])
|
||||
}
|
||||
}
|
||||
|
||||
// Unify marker across processor boundary
|
||||
surf_fit_mat_gf.ExchangeFaceNbrData();
|
||||
{
|
||||
GroupCommunicator &gcomm = surf_fit_mat_gf.ParFESpace()->GroupComm();
|
||||
Array<real_t> gf_array(surf_fit_mat_gf.GetData(),
|
||||
surf_fit_mat_gf.Size());
|
||||
gcomm.Reduce<real_t>(gf_array, GroupCommunicator::Max);
|
||||
gcomm.Bcast(gf_array);
|
||||
}
|
||||
surf_fit_mat_gf.ExchangeFaceNbrData();
|
||||
|
||||
for (int i = 0; i < surf_fit_mat_gf.Size(); i++)
|
||||
{
|
||||
surf_fit_marker[i] = surf_fit_mat_gf(i) == 1.0;
|
||||
}
|
||||
|
||||
// Set AdaptivityEvaluators for transferring information from initial
|
||||
// mesh to current mesh as it moves during adaptivity.
|
||||
if (adapt_eval == 0)
|
||||
@@ -591,11 +607,8 @@ int main (int argc, char *argv[])
|
||||
{
|
||||
#ifdef MFEM_USE_GSLIB
|
||||
adapt_surface = new InterpolatorFP;
|
||||
if (surf_bg_mesh)
|
||||
{
|
||||
adapt_grad_surface = new InterpolatorFP;
|
||||
adapt_hess_surface = new InterpolatorFP;
|
||||
}
|
||||
adapt_grad_surface = new InterpolatorFP;
|
||||
adapt_hess_surface = new InterpolatorFP;
|
||||
#else
|
||||
MFEM_ABORT("MFEM is not built with GSLIB support!");
|
||||
#endif
|
||||
@@ -605,7 +618,9 @@ int main (int argc, char *argv[])
|
||||
if (!surf_bg_mesh)
|
||||
{
|
||||
tmop_integ->EnableSurfaceFitting(surf_fit_gf0, surf_fit_marker,
|
||||
surf_fit_coeff, *adapt_surface);
|
||||
surf_fit_coeff, *adapt_surface,
|
||||
adapt_grad_surface,
|
||||
adapt_hess_surface);
|
||||
}
|
||||
else
|
||||
{
|
||||
@@ -837,9 +852,13 @@ int main (int argc, char *argv[])
|
||||
|
||||
if (surface_fit_const > 0.0)
|
||||
{
|
||||
adapt_surface->ComputeAtNewPosition(x, surf_fit_gf0,
|
||||
x.FESpace()->GetOrdering());
|
||||
if (visualization)
|
||||
{
|
||||
socketstream vis2, vis3;
|
||||
socketstream vis1, vis2, vis3;
|
||||
common::VisualizeField(vis1, "localhost", 19916, surf_fit_gf0,
|
||||
"Level Set", 000, 400, 300, 300);
|
||||
common::VisualizeField(vis2, "localhost", 19916, mat,
|
||||
"Materials", 300, 400, 300, 300);
|
||||
common::VisualizeField(vis3, "localhost", 19916, surf_fit_mat_gf,
|
||||
|
||||
@@ -0,0 +1,453 @@
|
||||
// Copyright (c) 2010-2024, Lawrence Livermore National Security, LLC. Produced
|
||||
// at the Lawrence Livermore National Laboratory. All Rights reserved. See files
|
||||
// LICENSE and NOTICE for details. LLNL-CODE-806117.
|
||||
//
|
||||
// This file is part of the MFEM library. For more information and source code
|
||||
// availability visit https://mfem.org.
|
||||
//
|
||||
// MFEM is free software; you can redistribute it and/or modify it under the
|
||||
// terms of the BSD-3 license. We welcome feedback and contributions, see file
|
||||
// CONTRIBUTING.md for details.
|
||||
//
|
||||
// -----------------------------------------
|
||||
// Tribol Miniapp: Mortar contact patch test
|
||||
// -----------------------------------------
|
||||
//
|
||||
//
|
||||
// Command line options:
|
||||
// - -r, --refine: number of uniform refinements of the mesh (default: 2)
|
||||
//
|
||||
|
||||
#include "mfem.hpp"
|
||||
|
||||
#include "axom/slic.hpp"
|
||||
|
||||
#include "tribol/interface/tribol.hpp"
|
||||
#include "tribol/interface/mfem_tribol.hpp"
|
||||
|
||||
// Define MPI_REAL_T
|
||||
#if defined(MFEM_USE_DOUBLE)
|
||||
#define MPI_REAL_T MPI_DOUBLE
|
||||
#else
|
||||
#error "Tribol requires MFEM built with double precision!"
|
||||
#endif
|
||||
|
||||
|
||||
using namespace mfem;
|
||||
|
||||
class ContactObj
|
||||
{
|
||||
protected:
|
||||
HypreParMatrix * Jacobian = nullptr;
|
||||
mfem::Vector gap;
|
||||
std::unique_ptr<mfem::BlockOperator> A_blk;
|
||||
ParMesh * mesh = nullptr;
|
||||
ParGridFunction * coords = nullptr;
|
||||
std::set<int> mortar_attrs;
|
||||
std::set<int> nonmortar_attrs;
|
||||
public:
|
||||
ContactObj(ParMesh * mesh_,
|
||||
const std::set<int> & mortar_attrs_,
|
||||
const std::set<int> & nonmortar_attrs_,
|
||||
ParGridFunction * coords_);
|
||||
void GetGap(mfem::Vector & g) const;
|
||||
mfem::HypreParMatrix * GetJacobian() const;
|
||||
virtual ~ContactObj();
|
||||
};
|
||||
|
||||
|
||||
int main(int argc, char *argv[])
|
||||
{
|
||||
// Initialize MPI
|
||||
mfem::Mpi::Init();
|
||||
|
||||
// Initialize logging with axom::slic
|
||||
axom::slic::SimpleLogger logger;
|
||||
axom::slic::setIsRoot(mfem::Mpi::Root());
|
||||
|
||||
// Define command line options
|
||||
int ref_levels = 2; // number of times to uniformly refine the serial mesh
|
||||
double u0shift = 0.0;
|
||||
bool outputfiles = false;
|
||||
// Parse command line options
|
||||
mfem::OptionsParser args(argc, argv);
|
||||
args.AddOption(&ref_levels, "-r", "--refine",
|
||||
"Number of times to refine the mesh uniformly.");
|
||||
args.AddOption(&u0shift, "-u0shift", "--u0shift", "magnitude (inf norm) of random displacement where finite difference test is evaluated");
|
||||
args.AddOption(&outputfiles, "-out", "--output", "-no-out",
|
||||
"--no-ouput",
|
||||
"Enable or disable ouput to files.");
|
||||
args.Parse();
|
||||
if (!args.Good())
|
||||
{
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
args.PrintUsage(std::cout);
|
||||
}
|
||||
return EXIT_FAILURE;
|
||||
}
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
args.PrintOptions(std::cout);
|
||||
}
|
||||
|
||||
// Fixed options
|
||||
// two block mesh; bottom block = [0,1]^3 and top block = [0,1]x[0,1]x[0.99,1.99]
|
||||
std::string mesh_file = "modified-two-hex.mesh";
|
||||
// Problem dimension (NOTE: Tribol's mortar only works in 3D)
|
||||
constexpr int dim = 3;
|
||||
// FE polynomial degree (NOTE: only 1 works for now)
|
||||
constexpr int order = 1;
|
||||
// z=1 plane of bottom block (contact plane)
|
||||
std::set<int> mortar_attrs({4});
|
||||
// z=0.99 plane of top block (contact plane)
|
||||
std::set<int> nonmortar_attrs({5});
|
||||
// per-dimension sets of boundary attributes with homogeneous Dirichlet BCs.
|
||||
// allows transverse deformation of the blocks while precluding rigid body
|
||||
// rotations/translations.
|
||||
std::vector<std::set<int>> fixed_attrs(dim);
|
||||
fixed_attrs[0] = {1}; // x=0 plane of both blocks
|
||||
fixed_attrs[1] = {2}; // y=0 plane of both blocks
|
||||
fixed_attrs[2] = {3, 6}; // 3: z=0 plane of bottom block; 6: z=1.99 plane of top block
|
||||
|
||||
// Read the mesh, refine, and create a mfem::ParMesh
|
||||
mfem::Mesh serial_mesh(mesh_file);
|
||||
for (int i = 0; i < ref_levels; ++i)
|
||||
{
|
||||
serial_mesh.UniformRefinement();
|
||||
}
|
||||
mfem::ParMesh mesh(MPI_COMM_WORLD, serial_mesh);
|
||||
mfem::ParMesh mesh_copy(mesh);
|
||||
|
||||
serial_mesh.Clear();
|
||||
|
||||
MFEM_ASSERT(dim == mesh.Dimension(),
|
||||
"This miniapp must be run with the supplied two-hex.mesh file.");
|
||||
|
||||
// Create an H1 finite element space on the mesh for displacements/forces
|
||||
mfem::H1_FECollection fec(order, dim);
|
||||
mfem::ParFiniteElementSpace fespace(&mesh, &fec, dim);
|
||||
auto n_displacement_dofs = fespace.GlobalTrueVSize();
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
std::cout << "Number of displacement unknowns: " << n_displacement_dofs <<
|
||||
std::endl;
|
||||
}
|
||||
|
||||
// Create coordinate and displacement grid functions
|
||||
mfem::ParGridFunction coords(&fespace);
|
||||
mesh.SetNodalGridFunction(&coords);
|
||||
mfem::ParGridFunction displacement(&fespace);
|
||||
displacement = 0.0;
|
||||
|
||||
// Find true dofs with homogeneous Dirichlet BCs
|
||||
mfem::Array<int> ess_tdof_list;
|
||||
{
|
||||
mfem::Array<int> ess_vdof_marker(fespace.GetVSize());
|
||||
ess_vdof_marker = 0;
|
||||
for (int i = 0; i < dim; ++i)
|
||||
{
|
||||
mfem::Array<int> ess_bdr(mesh.bdr_attributes.Max());
|
||||
ess_bdr = 0;
|
||||
for (auto xfixed_attr : fixed_attrs[i])
|
||||
{
|
||||
ess_bdr[xfixed_attr-1] = 1;
|
||||
}
|
||||
mfem::Array<int> new_ess_vdof_marker;
|
||||
fespace.GetEssentialVDofs(ess_bdr, new_ess_vdof_marker, i);
|
||||
for (int j = 0; j < new_ess_vdof_marker.Size(); ++j)
|
||||
{
|
||||
ess_vdof_marker[j] = ess_vdof_marker[j] || new_ess_vdof_marker[j];
|
||||
}
|
||||
}
|
||||
mfem::Array<int> ess_tdof_marker;
|
||||
fespace.GetRestrictionMatrix()->BooleanMult(ess_vdof_marker, ess_tdof_marker);
|
||||
mfem::FiniteElementSpace::MarkerToList(ess_tdof_marker, ess_tdof_list);
|
||||
}
|
||||
|
||||
// #1: Initialize Tribol contact library
|
||||
tribol::initialize(dim, MPI_COMM_WORLD);
|
||||
|
||||
|
||||
/* Begin Tucker addition
|
||||
* finite difference check of the gap function Jacobian at u = u0
|
||||
* we evaluate the norm of the finite difference residual
|
||||
* err(eps) = || (g(u0 + eps * udir) - g(u0)) / eps - J(u0) * udir ||_2
|
||||
* which in the absence of finite-precision
|
||||
* err(eps) = O(eps) when the gap is not linear
|
||||
* err(eps) = 0, when the gap is linear
|
||||
*/
|
||||
int dimU = fespace.GetTrueVSize();
|
||||
Vector u0(dimU); u0 = 0.0;
|
||||
Vector u1(dimU); u1 = 0.0;
|
||||
Vector udir(dimU); udir = 0.0; udir.Randomize(); udir *= 1.e-2;
|
||||
|
||||
Array<int> vdofs;
|
||||
for (int i = 0; i < mesh.GetNBE(); i++)
|
||||
{
|
||||
const int attr = (mesh.GetBdrElement(i))->GetAttribute();
|
||||
if (attr == 4)
|
||||
{
|
||||
fespace.GetBdrElementVDofs(i, vdofs);
|
||||
for (int j = 0; j < vdofs.Size(); j++)
|
||||
{
|
||||
if (j / 4 == 2)
|
||||
{
|
||||
u0(vdofs[j]) = -1.0 * u0shift;
|
||||
}
|
||||
}
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
ParGridFunction new_coords(&fespace);
|
||||
mesh.GetNodes(new_coords);
|
||||
|
||||
// evaluate the gap and gap Jacobian at u = u0
|
||||
u1.Set(1.0, u0);
|
||||
displacement.SetFromTrueDofs(u1);
|
||||
add(coords, displacement, new_coords);
|
||||
|
||||
ContactObj contact0(&mesh, mortar_attrs, nonmortar_attrs, &new_coords);
|
||||
HypreParMatrix * J0 = contact0.GetJacobian();
|
||||
int dimG = J0->Height();
|
||||
|
||||
Vector g0(dimG); g0 = 0.0; contact0.GetGap(g0);
|
||||
Vector g1(dimG); g1 = 0.0;
|
||||
|
||||
// finite difference residual
|
||||
Vector fdres(dimG); fdres = 0.0;
|
||||
|
||||
// J0udir = J(u0) * udir
|
||||
Vector J0udir(dimG); J0->Mult(udir, J0udir);
|
||||
|
||||
// output various configurations
|
||||
// to visualize u = u0, u = u0 + eps * udir
|
||||
// use linear adjustment for eps here
|
||||
std::ostringstream paraview_file_name;
|
||||
paraview_file_name << "BlockConfigurations_ref_" << ref_levels << "shift" << u0shift;
|
||||
ParaViewDataCollection * paraview_dc = new ParaViewDataCollection(paraview_file_name.str(), &mesh_copy);
|
||||
paraview_dc->SetPrefixPath("ParaView");
|
||||
paraview_dc->SetLevelsOfDetail(1);
|
||||
paraview_dc->SetDataFormat(VTKFormat::BINARY);
|
||||
paraview_dc->SetHighOrderOutput(true);
|
||||
paraview_dc->SetCycle(0);
|
||||
paraview_dc->SetTime(double(0));
|
||||
paraview_dc->Save();
|
||||
|
||||
std::ofstream fdepsStream;
|
||||
std::ostringstream fdeps_file_name;
|
||||
fdeps_file_name << "data/fdeps.dat";
|
||||
|
||||
std::ofstream fderrStream;
|
||||
std::ostringstream fderr_file_name;
|
||||
fderr_file_name << "data/fderr.dat";
|
||||
|
||||
// write new configuration (reference coordinates + displacement u0) to file
|
||||
u1.Set(1.0, u0);
|
||||
displacement.SetFromTrueDofs(u1);
|
||||
add(coords, displacement, new_coords);
|
||||
|
||||
Vector config(u0.Size()); config = 0.0;
|
||||
new_coords.GetTrueDofs(config);
|
||||
|
||||
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
fdepsStream.open(fdeps_file_name.str(), std::ios::out | std::ios::trunc);
|
||||
fderrStream.open(fderr_file_name.str(), std::ios::out | std::ios::trunc);
|
||||
}
|
||||
|
||||
double eps = 1.0;
|
||||
int neps = 40;
|
||||
for (int i = 0; i < neps; i++) // eps_min = 0.5^(39) \approx 10^(-12)
|
||||
{
|
||||
// compute g1 = g(u1), u1 = u0 + eps * udir
|
||||
u1.Set(1.0, u0);
|
||||
u1.Add(eps, udir);
|
||||
displacement.SetFromTrueDofs(u1);
|
||||
add(coords, displacement, new_coords);
|
||||
ContactObj contact1(&mesh, mortar_attrs, nonmortar_attrs, &new_coords);
|
||||
contact1.GetGap(g1);
|
||||
|
||||
// determine finite difference residual: fdres = (g1 - g0) / eps - J0 * udir
|
||||
fdres.Set(1. / eps, g1);
|
||||
fdres.Add(-1. / eps, g0);
|
||||
fdres.Add(-1, J0udir);
|
||||
double fderr_l2norm = GlobalLpNorm(2, fdres.Norml2(), MPI_COMM_WORLD);
|
||||
double udir_l2norm = GlobalLpNorm(2, udir.Norml2(), MPI_COMM_WORLD);
|
||||
|
||||
if (mfem::Mpi::Root())
|
||||
{
|
||||
std::cout << "--------------------------------------------\n\n";
|
||||
std::cout << "||(g(u0 + eps * udir) - g(u0)) / eps - J(u0) * udir|| = " << fderr_l2norm << ", eps = " << eps << "\n\n";
|
||||
std::cout << "||(g(u0 + eps * udir) - g(u0)) / eps - J(u0) * udir||_2 / ||udir||_2 = " << fderr_l2norm / udir_l2norm << std::endl;
|
||||
}
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
fdepsStream << eps << std::endl;
|
||||
fderrStream << fderr_l2norm << std::endl;
|
||||
}
|
||||
eps /= 2.0;
|
||||
}
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
fdepsStream.close();
|
||||
fderrStream.close();
|
||||
}
|
||||
|
||||
|
||||
/* What follows we linearly modify epsilon
|
||||
* output the gap, in order to check for discontinuities
|
||||
* and also output the various states u0 + eps * udir to file
|
||||
* in order to visualize the mesh configurations *
|
||||
* */
|
||||
eps = 1.0;
|
||||
neps = 100;
|
||||
double deps = eps / ((double) neps);
|
||||
std::ofstream epsStream;
|
||||
std::ostringstream eps_file_name;
|
||||
eps_file_name << "data/eps_ref_" << ref_levels << ".dat";
|
||||
|
||||
std::ofstream gapStream;
|
||||
std::ostringstream gap_file_name;
|
||||
gap_file_name << "data/gap_ref_" << ref_levels << ".dat";
|
||||
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
epsStream.open(eps_file_name.str(), std::ios::out | std::ios::trunc);
|
||||
gapStream.open(gap_file_name.str(), std::ios::out | std::ios::trunc);
|
||||
}
|
||||
|
||||
|
||||
|
||||
|
||||
for (int i = 0; i < neps; i++)
|
||||
{
|
||||
// compute g1 = g(u1), u1 = u0 + eps * udir
|
||||
u1.Set(1.0, u0);
|
||||
u1.Add(eps, udir);
|
||||
displacement.SetFromTrueDofs(u1);
|
||||
add(coords, displacement, new_coords);
|
||||
ContactObj contact1(&mesh, mortar_attrs, nonmortar_attrs, &new_coords);
|
||||
contact1.GetGap(g1);
|
||||
double gap_l2norm = GlobalLpNorm(2, g1.Norml2(), MPI_COMM_WORLD);
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
epsStream << eps << std::endl;
|
||||
gapStream << g1.Norml2() << std::endl;
|
||||
}
|
||||
|
||||
// update mesh according to u1 and write to Paraview for visualization
|
||||
mesh_copy.SetNodes(new_coords);
|
||||
paraview_dc->SetCycle(i+1) ;
|
||||
paraview_dc->SetTime((double) (i+1));
|
||||
paraview_dc->Save();
|
||||
|
||||
// linear update to eps: eps = eps - deps
|
||||
eps -= deps;
|
||||
}
|
||||
|
||||
if (mfem::Mpi::Root() && outputfiles)
|
||||
{
|
||||
epsStream.close();
|
||||
gapStream.close();
|
||||
}
|
||||
|
||||
// #7: Tribol cleanup: deletes coupling schemes and clears associated memory
|
||||
tribol::finalize();
|
||||
|
||||
return 0;
|
||||
}
|
||||
|
||||
ContactObj::ContactObj(ParMesh * mesh_, const std::set<int> & mortar_attrs_,
|
||||
const std::set<int> & nonmortar_attrs_,
|
||||
ParGridFunction * coords_) :
|
||||
mesh(mesh_), mortar_attrs(mortar_attrs_),
|
||||
nonmortar_attrs(nonmortar_attrs_),
|
||||
coords(coords_)
|
||||
{
|
||||
// #2: Create a Tribol coupling scheme: defines contact surfaces and enforcement
|
||||
int coupling_scheme_id = 0;
|
||||
// NOTE: While there is a single mfem ParMesh for this problem, Tribol
|
||||
// defines a mortar and a nonmortar contact mesh, each with a unique mesh ID.
|
||||
// The Tribol mesh IDs for each contact surface are defined here.
|
||||
int mesh1_id = 0;
|
||||
int mesh2_id = 1;
|
||||
tribol::registerMfemCouplingScheme(
|
||||
coupling_scheme_id, mesh1_id, mesh2_id,
|
||||
*mesh, *coords, mortar_attrs, nonmortar_attrs,
|
||||
tribol::SURFACE_TO_SURFACE,
|
||||
tribol::NO_CASE,
|
||||
tribol::SINGLE_MORTAR,
|
||||
tribol::FRICTIONLESS,
|
||||
tribol::LAGRANGE_MULTIPLIER,
|
||||
tribol::BINNING_GRID
|
||||
);
|
||||
|
||||
// #3: Set additional options/access pressure grid function on contact surfaces
|
||||
// Access Tribol's pressure grid function (on the contact surface). The
|
||||
// pressure ParGridFunction is created upon calling
|
||||
// registerMfemCouplingScheme(). It's lifetime coincides with the lifetime of
|
||||
// the coupling scheme, so the host code can reference and update it as
|
||||
// needed.
|
||||
auto& pressure = tribol::getMfemPressure(coupling_scheme_id);
|
||||
|
||||
// Set Tribol options for Lagrange multiplier enforcement
|
||||
tribol::setLagrangeMultiplierOptions(
|
||||
coupling_scheme_id,
|
||||
tribol::ImplicitEvalMode::MORTAR_RESIDUAL_JACOBIAN
|
||||
);
|
||||
|
||||
// #4: Update contact mesh decomposition so the on-rank Tribol meshes
|
||||
// coincide with the current configuration of the mesh. This must be called
|
||||
// before tribol::update().
|
||||
tribol::updateMfemParallelDecomposition();
|
||||
|
||||
// #5: Update contact gaps, forces, and tangent stiffness contributions
|
||||
int cycle = 1; // pseudo cycle
|
||||
mfem::real_t t = 1.0; // pseudo time
|
||||
mfem::real_t dt = 1.0; // pseudo dt
|
||||
tribol::update(cycle, t, dt);
|
||||
|
||||
|
||||
// #6a: Return contact contribution to the tangent stiffness matrix as a
|
||||
// block operator. See documentation for getMfemBlockJacobian() for block
|
||||
// definitions.
|
||||
//auto A_blk = tribol::getMfemBlockJacobian(coupling_scheme_id);
|
||||
A_blk = tribol::getMfemBlockJacobian(coupling_scheme_id);
|
||||
Jacobian = (HypreParMatrix *)(& A_blk->GetBlock(1, 0));
|
||||
|
||||
|
||||
mfem::BlockVector B_blk(A_blk->RowOffsets());
|
||||
B_blk = 0.0;
|
||||
|
||||
// Fill with initial nodal gaps.
|
||||
// Note forces from contact are currently zero since pressure is zero prior
|
||||
// to first solve.
|
||||
mfem::Vector gap_temp;
|
||||
// #6b: Return computed gap constraints on the contact surfaces
|
||||
tribol::getMfemGap(coupling_scheme_id, gap_temp); // gap on ldofs
|
||||
auto& P_submesh = *pressure.ParFESpace()->GetProlongationMatrix();
|
||||
//auto& gap_true = B_blk.GetBlock(1); // gap tdof vectorParFESpace()
|
||||
// gap is a dual vector, so (gap tdof vector) = P^T * (gap ldof vector)
|
||||
gap.SetSize(P_submesh.Width()); gap = 0.0;
|
||||
|
||||
P_submesh.MultTranspose(gap_temp, gap);
|
||||
}
|
||||
|
||||
void ContactObj::GetGap(mfem::Vector & g) const
|
||||
{
|
||||
g.SetSize(gap.Size());
|
||||
g.Set(1.0, gap);
|
||||
}
|
||||
|
||||
|
||||
mfem::HypreParMatrix * ContactObj::GetJacobian() const
|
||||
{
|
||||
return Jacobian;
|
||||
}
|
||||
|
||||
ContactObj::~ContactObj()
|
||||
{
|
||||
}
|
||||
@@ -22,7 +22,7 @@ MFEM_LIB_FILE = mfem_is_not_built
|
||||
-include $(CONFIG_MK)
|
||||
|
||||
ifeq ($(MFEM_USE_TRIBOL)$(MFEM_USE_MPI),YESYES)
|
||||
MINIAPPS = contact-patch-test
|
||||
MINIAPPS = contact-patch-test contact-patch-finite-difference-test
|
||||
else
|
||||
MINIAPPS =
|
||||
endif
|
||||
|
||||
@@ -0,0 +1,57 @@
|
||||
MFEM mesh v1.0
|
||||
|
||||
# two unit cubes occupying [0,1]^3 and [0,1]x[0,1]x[0.99,1.99]
|
||||
|
||||
#
|
||||
# MFEM Geometry Types (see mesh/geom.hpp):
|
||||
#
|
||||
# POINT = 0
|
||||
# SEGMENT = 1
|
||||
# TRIANGLE = 2
|
||||
# SQUARE = 3
|
||||
# TETRAHEDRON = 4
|
||||
# CUBE = 5
|
||||
#
|
||||
|
||||
dimension
|
||||
3
|
||||
|
||||
elements
|
||||
2
|
||||
1 5 0 1 3 2 4 5 7 6
|
||||
1 5 8 9 11 10 12 13 15 14
|
||||
|
||||
boundary
|
||||
12
|
||||
3 3 2 3 1 0
|
||||
2 3 0 1 5 4
|
||||
7 3 3 2 6 7
|
||||
1 3 2 0 4 6
|
||||
4 3 4 5 7 6
|
||||
7 3 1 3 7 5
|
||||
5 3 10 11 9 8
|
||||
2 3 8 9 13 12
|
||||
7 3 11 10 14 15
|
||||
1 3 10 8 12 14
|
||||
6 3 12 13 15 14
|
||||
7 3 9 11 15 13
|
||||
|
||||
vertices
|
||||
16
|
||||
3
|
||||
0.25 0.25 0
|
||||
0.75 0.25 0
|
||||
0.25 0.75 0
|
||||
0.75 0.75 0
|
||||
0.25 0.25 1
|
||||
0.75 0.25 1
|
||||
0.25 0.75 1
|
||||
0.75 0.75 1
|
||||
0 0 1.00
|
||||
1 0 1.00
|
||||
0 1 1.00
|
||||
1 1 1.00
|
||||
0 0 2.00
|
||||
1 0 2.00
|
||||
0 1 2.00
|
||||
1 1 2.00
|
||||
@@ -47,11 +47,11 @@ vertices
|
||||
1 0 1
|
||||
0 1 1
|
||||
1 1 1
|
||||
0 0 0.99
|
||||
1 0 0.99
|
||||
0 1 0.99
|
||||
1 1 0.99
|
||||
0 0 1.01
|
||||
1 0 1.01
|
||||
0 1 1.01
|
||||
1 1 1.01
|
||||
0 0 1.99
|
||||
1 0 1.99
|
||||
0 1 1.99
|
||||
1 1 1.99
|
||||
1 1 1.99
|
||||
|
||||
@@ -0,0 +1,58 @@
|
||||
<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64">
|
||||
<UnstructuredGrid>
|
||||
<Piece NumberOfPoints="16" NumberOfCells="9">
|
||||
<Points>
|
||||
<DataArray type="Float32" Name="Points" NumberOfComponents="3" format="ascii" RangeMin="0" RangeMax="4.242640687119285">
|
||||
0 0 0 1 0 0
|
||||
2 0 0 3 0 0
|
||||
0 1 0 1 1 0
|
||||
2 1 0 3 1 0
|
||||
0 2 0 1 2 0
|
||||
2 2 0 3 2 0
|
||||
0 3 0 1 3 0
|
||||
2 3 0 3 3 0
|
||||
<InformationKey name="L2_NORM_FINITE_RANGE" location="vtkDataArray" length="2">
|
||||
<Value index="0">
|
||||
0
|
||||
</Value>
|
||||
<Value index="1">
|
||||
4.2426406871
|
||||
</Value>
|
||||
</InformationKey>
|
||||
<InformationKey name="L2_NORM_RANGE" location="vtkDataArray" length="2">
|
||||
<Value index="0">
|
||||
0
|
||||
</Value>
|
||||
<Value index="1">
|
||||
4.2426406871
|
||||
</Value>
|
||||
</InformationKey>
|
||||
</DataArray>
|
||||
</Points>
|
||||
<Cells>
|
||||
<DataArray type="Int64" Name="connectivity" format="ascii" RangeMin="0" RangeMax="15">
|
||||
0 1 5 4 1 2
|
||||
6 5 2 3 7 6
|
||||
4 5 9 8 5 6
|
||||
10 9 6 7 11 10
|
||||
8 9 13 12 9 10
|
||||
14 13 10 11 15 14
|
||||
</DataArray>
|
||||
<DataArray type="Int64" Name="offsets" format="ascii" RangeMin="4" RangeMax="36">
|
||||
4 8 12 16 20 24
|
||||
28 32 36
|
||||
</DataArray>
|
||||
<DataArray type="UInt8" Name="types" format="ascii" RangeMin="9" RangeMax="9">
|
||||
9 9 9 9 9 9
|
||||
9 9 9
|
||||
</DataArray>
|
||||
</Cells>
|
||||
<CellData Scalars="attribute">
|
||||
<DataArray type="UInt8" Name="attribute" format="ascii">
|
||||
1 2 3 4 5 6
|
||||
7 8 9
|
||||
</DataArray>
|
||||
</CellData>
|
||||
</Piece>
|
||||
</UnstructuredGrid>
|
||||
</VTKFile>
|
||||
@@ -0,0 +1,64 @@
|
||||
<VTKFile type="UnstructuredGrid" version="1.0" byte_order="LittleEndian" header_type="UInt64">
|
||||
<UnstructuredGrid>
|
||||
<Piece NumberOfPoints="16" NumberOfCells="9">
|
||||
<Points>
|
||||
<DataArray type="Float32" Name="Points" NumberOfComponents="3" format="ascii" RangeMin="0" RangeMax="4.242640687119285">
|
||||
0 0 0 1 0 0
|
||||
2 0 0 3 0 0
|
||||
0 1 0 1 1 0
|
||||
2 1 0 3 1 0
|
||||
0 2 0 1 2 0
|
||||
2 2 0 3 2 0
|
||||
0 3 0 1 3 0
|
||||
2 3 0 3 3 0
|
||||
<InformationKey name="L2_NORM_FINITE_RANGE" location="vtkDataArray" length="2">
|
||||
<Value index="0">
|
||||
0
|
||||
</Value>
|
||||
<Value index="1">
|
||||
4.2426406871
|
||||
</Value>
|
||||
</InformationKey>
|
||||
<InformationKey name="L2_NORM_RANGE" location="vtkDataArray" length="2">
|
||||
<Value index="0">
|
||||
0
|
||||
</Value>
|
||||
<Value index="1">
|
||||
4.2426406871
|
||||
</Value>
|
||||
</InformationKey>
|
||||
</DataArray>
|
||||
</Points>
|
||||
<Cells>
|
||||
<DataArray type="Int64" Name="connectivity" format="ascii" RangeMin="0" RangeMax="15">
|
||||
0 1 5 4 1 2
|
||||
6 5 2 3 7 6
|
||||
4 5 9 8 5 6
|
||||
10 9 6 7 11 10
|
||||
8 9 13 12 9 10
|
||||
14 13 10 11 15 14
|
||||
</DataArray>
|
||||
<DataArray type="Int64" Name="offsets" format="ascii" RangeMin="4" RangeMax="36">
|
||||
4 8 12 16 20 24
|
||||
28 32 36
|
||||
</DataArray>
|
||||
<DataArray type="UInt8" Name="types" format="ascii" RangeMin="9" RangeMax="9">
|
||||
9 9 9 9 9 9
|
||||
9 9 9
|
||||
</DataArray>
|
||||
</Cells>
|
||||
<CellData Scalars="attribute">
|
||||
<DataArray type="UInt8" Name="attribute" format="ascii">
|
||||
10 11 12 13 14 15
|
||||
16 17 18
|
||||
</DataArray>
|
||||
</CellData>
|
||||
<CellData Scalars="material">
|
||||
<DataArray type="UInt8" Name="material" format="ascii">
|
||||
1 2 3 4 5 6
|
||||
7 8 9
|
||||
</DataArray>
|
||||
</CellData>
|
||||
</Piece>
|
||||
</UnstructuredGrid>
|
||||
</VTKFile>
|
||||
@@ -304,6 +304,66 @@ TEST_CASE("Piecewise Matrix Coefficient", "[Coefficient]")
|
||||
}
|
||||
}
|
||||
|
||||
TEST_CASE("MatrixArrayVectorCoefficient", "[Coefficient]")
|
||||
{
|
||||
Vector V1(2), V2(2);
|
||||
V1(0) = 0.0; V1(1) = 1.0;
|
||||
V2(0) = 2.0; V2(1) = 3.0;
|
||||
VectorConstantCoefficient Coef1(V1), Coef2(V2);
|
||||
|
||||
IsoparametricTransformation T;
|
||||
IntegrationPoint ip;
|
||||
|
||||
MatrixArrayVectorCoefficient mavc(2);
|
||||
Vector V(2);
|
||||
|
||||
// Verify zeros for unset rows
|
||||
int row = 0;
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(0.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(0.0));
|
||||
|
||||
row = 1;
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(0.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(0.0));
|
||||
|
||||
DenseMatrix K(2);
|
||||
mavc.Eval(K, T, ip);
|
||||
REQUIRE(K(0,0) == MFEM_Approx(0.0));
|
||||
REQUIRE(K(0,1) == MFEM_Approx(0.0));
|
||||
REQUIRE(K(1,0) == MFEM_Approx(0.0));
|
||||
REQUIRE(K(1,1) == MFEM_Approx(0.0));
|
||||
|
||||
// Test setting individual rows
|
||||
row = 0;
|
||||
mavc.Set(row, &Coef1, false);
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(0.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(1.0));
|
||||
row = 1;
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(0.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(0.0));
|
||||
|
||||
mavc.Set(row, &Coef2, false);
|
||||
row = 0;
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(0.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(1.0));
|
||||
row = 1;
|
||||
mavc.Eval(row, V, T, ip);
|
||||
REQUIRE(V(0) == MFEM_Approx(2.0));
|
||||
REQUIRE(V(1) == MFEM_Approx(3.0));
|
||||
|
||||
mavc.Eval(K, T, ip);
|
||||
REQUIRE(K(0,0) == MFEM_Approx(0.0));
|
||||
REQUIRE(K(0,1) == MFEM_Approx(1.0));
|
||||
REQUIRE(K(1,0) == MFEM_Approx(2.0));
|
||||
REQUIRE(K(1,1) == MFEM_Approx(3.0));
|
||||
|
||||
}
|
||||
|
||||
TEST_CASE("Symmetric Matrix Coefficient", "[Coefficient]")
|
||||
{
|
||||
int d = 3;
|
||||
|
||||
@@ -623,6 +623,67 @@ TEST_CASE("MatrixInverse", "[DenseMatrix]")
|
||||
}
|
||||
|
||||
}
|
||||
|
||||
TEST_CASE("Exponential", "[DenseMatrix]")
|
||||
{
|
||||
// case 1
|
||||
DenseMatrix A(2,2);
|
||||
A(0,0) = 5.0;
|
||||
A(0,1) = 3.0;
|
||||
A(1,0) = 0.0;
|
||||
A(1,1) = 5.0;
|
||||
A.Exponential();
|
||||
|
||||
DenseMatrix expA(2,2);
|
||||
expA(0,0) = std::exp(5.0);
|
||||
expA(0,1) = 3.0 * std::exp(5.0);
|
||||
expA(1,0) = 0.0;
|
||||
expA(1,1) = std::exp(5.0);
|
||||
|
||||
A.Print();
|
||||
expA.Print();
|
||||
REQUIRE(A(0,0) == MFEM_Approx(expA(0,0)));
|
||||
REQUIRE(A(0,1) == MFEM_Approx(expA(0,1)));
|
||||
REQUIRE(A(1,0) == MFEM_Approx(expA(1,0)));
|
||||
REQUIRE(A(1,1) == MFEM_Approx(expA(1,1)));
|
||||
|
||||
// case 2
|
||||
A(0,0) = 3.0;
|
||||
A(0,1) = 5.0;
|
||||
A(1,0) = 4.0;
|
||||
A(1,1) = 2.0;
|
||||
A.Exponential();
|
||||
|
||||
expA(0,0) = 4.0 / (9.0 * std::exp(2.0)) + (5.0 * std::exp(7.0)) / 9.0;
|
||||
expA(0,1) = (5.0 * std::exp(7.0)) / 9.0 - 5.0 / (9.0 * std::exp(2.0));
|
||||
expA(1,0) = (4.0 * std::exp(7.0)) / 9.0 - 4.0 / (9.0 * std::exp(2.0));
|
||||
expA(1,1) = 5.0 / (9.0 * std::exp(2.0)) + (4.0 * std::exp(7.0)) / 9.0;
|
||||
|
||||
REQUIRE(A(0,0) == MFEM_Approx(expA(0,0)));
|
||||
REQUIRE(A(0,1) == MFEM_Approx(expA(0,1)));
|
||||
REQUIRE(A(1,0) == MFEM_Approx(expA(1,0)));
|
||||
REQUIRE(A(1,1) == MFEM_Approx(expA(1,1)));
|
||||
|
||||
// case 3
|
||||
A(0,0) = 10.0;
|
||||
A(0,1) = 2.0;
|
||||
A(1,0) = -2.0;
|
||||
A(1,1) = 8.0;
|
||||
A.Exponential();
|
||||
|
||||
expA(0,0) = std::exp(9.0) * (std::sin(std::sqrt(3.0)) / std::sqrt(3.0)
|
||||
+ std::cos(std::sqrt(3.0)));
|
||||
expA(0,1) = 2.0 * std::exp(9.0) * std::sin(std::sqrt(3.0)) / std::sqrt(3.0);
|
||||
expA(1,0) = - 2.0 * std::exp(9.0) * std::sin(std::sqrt(3.0)) / std::sqrt(3.0);
|
||||
expA(1,1) = std::exp(9.0) * (std::cos(std::sqrt(3.0))
|
||||
- std::sin(std::sqrt(3.0)) / std::sqrt(3.0));
|
||||
|
||||
REQUIRE(A(0,0) == MFEM_Approx(expA(0,0)));
|
||||
REQUIRE(A(0,1) == MFEM_Approx(expA(0,1)));
|
||||
REQUIRE(A(1,0) == MFEM_Approx(expA(1,0)));
|
||||
REQUIRE(A(1,1) == MFEM_Approx(expA(1,1)));
|
||||
}
|
||||
|
||||
#ifdef MFEM_USE_LAPACK
|
||||
|
||||
enum class TestCase { GenEigSPD, GenEigGE, SVD};
|
||||
|
||||
@@ -2811,4 +2811,82 @@ TEST_CASE("RP=I", "[NCMesh]")
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
TEST_CASE("InternalBoundaryProjectBdrCoefficient", "[NCMesh]")
|
||||
{
|
||||
auto test_project_H1 = [](Mesh &mesh, int order, double coef)
|
||||
{
|
||||
MFEM_ASSERT(std::abs(coef) > 0,
|
||||
"Non zero coef value required for meaningful test.");
|
||||
H1_FECollection fe_collection(order, mesh.SpaceDimension());
|
||||
FiniteElementSpace fe_space(&mesh, &fe_collection);
|
||||
GridFunction x(&fe_space);
|
||||
x = -coef;
|
||||
ConstantCoefficient c(coef);
|
||||
|
||||
// Check projecting on the internal face sets essential dof.
|
||||
Array<int> ess_bdr(mesh.bdr_attributes.Max());
|
||||
ess_bdr = 0;
|
||||
ess_bdr.Last() = 1; // internal boundary
|
||||
x.ProjectBdrCoefficient(c, ess_bdr);
|
||||
|
||||
Array<int> ess_vdofs_list, ess_vdofs_marker;
|
||||
fe_space.GetEssentialVDofs(ess_bdr, ess_vdofs_marker);
|
||||
fe_space.MarkerToList(ess_vdofs_marker, ess_vdofs_list);
|
||||
for (auto ess_dof : ess_vdofs_list)
|
||||
{
|
||||
CHECK(x[ess_dof] == Approx(coef).epsilon(1e-8));
|
||||
}
|
||||
|
||||
int iess = 0;
|
||||
for (int i = 0; i < x.Size(); i++)
|
||||
{
|
||||
if (iess < ess_vdofs_list.Size() && i == ess_vdofs_list[iess])
|
||||
{
|
||||
iess++;
|
||||
continue;
|
||||
}
|
||||
CHECK(x[i] == Approx(-coef).epsilon(1e-8));
|
||||
}
|
||||
|
||||
};
|
||||
|
||||
auto OneSidedNCRefine = [](Mesh &mesh)
|
||||
{
|
||||
// Pick one element attached to the new boundary attribute and refine.
|
||||
const auto interface_attr = mesh.bdr_attributes.Max();
|
||||
Array<int> el_to_ref;
|
||||
for (int nbe = 0; nbe < mesh.GetNBE(); nbe++)
|
||||
{
|
||||
if (mesh.GetBdrAttribute(nbe) == interface_attr)
|
||||
{
|
||||
int f, o, e1, e2;
|
||||
mesh.GetBdrElementFace(nbe, &f, &o);
|
||||
mesh.GetFaceElements(f, &e1, &e2);
|
||||
el_to_ref.Append(e1);
|
||||
}
|
||||
}
|
||||
mesh.GeneralRefinement(el_to_ref);
|
||||
return;
|
||||
};
|
||||
|
||||
SECTION("Hex")
|
||||
{
|
||||
auto smesh = DividingPlaneMesh(false, true);
|
||||
smesh.EnsureNCMesh(true);
|
||||
OneSidedNCRefine(smesh);
|
||||
test_project_H1(smesh, 2, 0.25);
|
||||
}
|
||||
|
||||
SECTION("Tet")
|
||||
{
|
||||
auto smesh = DividingPlaneMesh(true, true);
|
||||
smesh.EnsureNCMesh(true);
|
||||
OneSidedNCRefine(smesh);
|
||||
test_project_H1(smesh, 3, 0.25);
|
||||
}
|
||||
}
|
||||
|
||||
|
||||
|
||||
} // namespace mfem
|
||||
|
||||
@@ -29,16 +29,35 @@ TEST_CASE("VTU XML Reader", "[Mesh][VTU][XML]")
|
||||
"quad_binary_compress.vtu"
|
||||
});
|
||||
#endif
|
||||
for (const std::string &fname : mesh_filenames)
|
||||
|
||||
const auto fname = GENERATE_COPY(from_range(mesh_filenames));
|
||||
|
||||
Mesh mesh = Mesh::LoadFromFile("data/" + fname);
|
||||
REQUIRE(mesh.Dimension() == 2);
|
||||
REQUIRE(mesh.GetNE() == 9);
|
||||
REQUIRE(mesh.GetNV() == 16);
|
||||
REQUIRE(mesh.HasGeometry(Geometry::POINT));
|
||||
REQUIRE(mesh.HasGeometry(Geometry::SEGMENT));
|
||||
REQUIRE(mesh.HasGeometry(Geometry::SQUARE));
|
||||
REQUIRE(mesh.GetNumGeometries(2) == 1);
|
||||
}
|
||||
|
||||
TEST_CASE("VTU Attributes", "[VTU][XML]")
|
||||
{
|
||||
// quad_attribute.vtu contains the attributes in a cell data array named
|
||||
// "attribute"
|
||||
Mesh mesh_1 = Mesh::LoadFromFile("data/quad_attribute.vtu");
|
||||
// quad_material_attribute.vtu has cell data arrays named "material" and
|
||||
// "attribute". The one named "material" should take precedence.
|
||||
Mesh mesh_2 = Mesh::LoadFromFile("data/quad_material_attribute.vtu");
|
||||
|
||||
REQUIRE(mesh_1.GetNE() == 9);
|
||||
REQUIRE(mesh_2.GetNE() == 9);
|
||||
|
||||
for (int i = 0; i < mesh_1.GetNE(); ++i)
|
||||
{
|
||||
Mesh mesh = Mesh::LoadFromFile(("data/" + fname).c_str());
|
||||
REQUIRE(mesh.Dimension() == 2);
|
||||
REQUIRE(mesh.GetNE() == 9);
|
||||
REQUIRE(mesh.GetNV() == 16);
|
||||
REQUIRE(mesh.HasGeometry(Geometry::POINT));
|
||||
REQUIRE(mesh.HasGeometry(Geometry::SEGMENT));
|
||||
REQUIRE(mesh.HasGeometry(Geometry::SQUARE));
|
||||
REQUIRE(mesh.GetNumGeometries(2) == 1);
|
||||
REQUIRE(mesh_1.GetAttribute(i) == i+1);
|
||||
REQUIRE(mesh_2.GetAttribute(i) == i+1);
|
||||
}
|
||||
}
|
||||
|
||||
@@ -52,8 +71,7 @@ TEST_CASE("VTU XML Compressed Blocks", "[VTU][XML][MFEMData]")
|
||||
"bracket_inline_compressed.vtu"
|
||||
);
|
||||
|
||||
std::string mesh_path = mfem_data_dir + "/vtk/" + filename;
|
||||
Mesh mesh = Mesh::LoadFromFile(mesh_path.c_str());
|
||||
Mesh mesh = Mesh::LoadFromFile(mfem_data_dir + "/vtk/" + filename);
|
||||
|
||||
REQUIRE(mesh.Dimension() == 3);
|
||||
REQUIRE(mesh.GetNE() == 206208);
|
||||
|
||||
Reference in New Issue
Block a user