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mfem/miniapps/nurbs/nurbs_ex1.cpp
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Veselin Dobrev d07a98fff2 Fix typos in the MFEM_THREAD_SAFE sections of nurbs_ex1/1p.
Add '-no-vis' option to the 'minimal-surface' tests in CMake.

Thread-safe issue reported by: @makeclean (#1452)
2020-04-30 23:27:23 -07:00

380 lines
12 KiB
C++

// MFEM Example 1 - NURBS Version
//
// Compile with: make nurbs_ex1
//
// Sample runs: nurbs_ex1 -m square-nurbs.mesh -o 2 -no-ibp
// nurbs_ex1 -m cube-nurbs.mesh -o 2 -no-ibp
// nurbs_ex1 -m pipe-nurbs-2d.mesh -o 2 -no-ibp
// nurbs_ex1 -m ../../data/square-disc-nurbs.mesh -o -1
// nurbs_ex1 -m ../../data/disc-nurbs.mesh -o -1
// nurbs_ex1 -m ../../data/pipe-nurbs.mesh -o -1
// nurbs_ex1 -m ../../data/beam-hex-nurbs.mesh -pm 1 -ps 2
//
// Description: This example code demonstrates the use of MFEM to define a
// simple finite element discretization of the Laplace problem
// -Delta u = 1 with homogeneous Dirichlet boundary conditions.
// Specifically, we discretize using a FE space of the specified
// order, or if order < 1 using an isoparametric/isogeometric
// space (i.e. quadratic for quadratic curvilinear mesh, NURBS for
// NURBS mesh, etc.)
//
// The example highlights the use of mesh refinement, finite
// element grid functions, as well as linear and bilinear forms
// corresponding to the left-hand side and right-hand side of the
// discrete linear system. We also cover the explicit elimination
// of essential boundary conditions, static condensation, and the
// optional connection to the GLVis tool for visualization.
#include "mfem.hpp"
#include <fstream>
#include <iostream>
using namespace std;
using namespace mfem;
/** Class for integrating the bilinear form a(u,v) := (Q Laplace u, v) where Q
can be a scalar coefficient. */
class Diffusion2Integrator: public BilinearFormIntegrator
{
private:
#ifndef MFEM_THREAD_SAFE
Vector shape,laplace;
#endif
Coefficient *Q;
public:
/// Construct a diffusion integrator with coefficient Q = 1
Diffusion2Integrator() { Q = NULL; }
/// Construct a diffusion integrator with a scalar coefficient q
Diffusion2Integrator (Coefficient &q) : Q(&q) { }
/** Given a particular Finite Element
computes the element stiffness matrix elmat. */
virtual void AssembleElementMatrix(const FiniteElement &el,
ElementTransformation &Trans,
DenseMatrix &elmat)
{
int nd = el.GetDof();
int dim = el.GetDim();
double w;
#ifdef MFEM_THREAD_SAFE
Vector shape(nd);
Vector laplace(nd);
#else
shape.SetSize(nd);
laplace.SetSize(nd);
#endif
elmat.SetSize(nd);
const IntegrationRule *ir = IntRule;
if (ir == NULL)
{
int order;
if (el.Space() == FunctionSpace::Pk)
{
order = 2*el.GetOrder() - 2;
}
else
{
order = 2*el.GetOrder() + dim - 1;
}
if (el.Space() == FunctionSpace::rQk)
{
ir = &RefinedIntRules.Get(el.GetGeomType(),order);
}
else
{
ir = &IntRules.Get(el.GetGeomType(),order);
}
}
elmat = 0.0;
for (int i = 0; i < ir->GetNPoints(); i++)
{
const IntegrationPoint &ip = ir->IntPoint(i);
Trans.SetIntPoint(&ip);
w = -ip.weight * Trans.Weight();
el.CalcShape(ip, shape);
el.CalcPhysLaplacian(Trans, laplace);
if (Q)
{
w *= Q->Eval(Trans, ip);
}
for (int j = 0; j < nd; j++)
{
for (int i = 0; i < nd; i++)
{
elmat(i, j) += w*shape(i)*laplace(j);
}
}
}
}
};
int main(int argc, char *argv[])
{
// 1. Parse command-line options.
const char *mesh_file = "../../data/star.mesh";
const char *per_file = "none";
Array<int> master(0);
Array<int> slave(0);
bool static_cond = false;
bool visualization = 1;
bool ibp = 1;
Array<int> order(1);
order[0] = 1;
OptionsParser args(argc, argv);
args.AddOption(&mesh_file, "-m", "--mesh",
"Mesh file to use.");
args.AddOption(&per_file, "-p", "--per",
"Periodic BCS file.");
args.AddOption(&master, "-pm", "--master",
"Master boundaries for periodic BCs");
args.AddOption(&slave, "-ps", "--slave",
"Slave boundaries for periodic BCs");
args.AddOption(&order, "-o", "--order",
"Finite element order (polynomial degree) or -1 for"
" isoparametric space.");
args.AddOption(&ibp, "-ibp", "--ibp", "-no-ibp",
"--no-ibp",
"Selects the standard weak form (IBP) or the nonstandard (NO-IBP).");
args.AddOption(&static_cond, "-sc", "--static-condensation", "-no-sc",
"--no-static-condensation", "Enable static condensation.");
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 given mesh file. We can handle triangular,
// quadrilateral, tetrahedral, hexahedral, surface and volume meshes with
// the same code.
Mesh *mesh = new Mesh(mesh_file, 1, 1);
int dim = mesh->Dimension();
// 3. Refine the mesh to increase the resolution. In this example we do
// 'ref_levels' of uniform refinement. We choose 'ref_levels' to be the
// largest number that gives a final mesh with no more than 50,000
// elements.
{
int ref_levels =
(int)floor(log(5000./mesh->GetNE())/log(2.)/dim);
for (int l = 0; l < ref_levels; l++)
{
mesh->UniformRefinement();
}
}
// 4. Define a finite element space on the mesh. Here we use continuous
// Lagrange finite elements of the specified order. If order < 1, we
// instead use an isoparametric/isogeometric space.
FiniteElementCollection *fec;
NURBSExtension *NURBSext = NULL;
int own_fec = 0;
if (mesh->NURBSext)
{
fec = new NURBSFECollection(order[0]);
own_fec = 1;
int nkv = mesh->NURBSext->GetNKV();
if (order.Size() == 1)
{
int tmp = order[0];
order.SetSize(nkv);
order = tmp;
}
if (order.Size() != nkv ) { mfem_error("Wrong number of orders set."); }
NURBSext = new NURBSExtension(mesh->NURBSext, order);
// Read periodic BCs from file
std::ifstream in;
in.open(per_file, std::ifstream::in);
if (in.is_open())
{
int psize;
in >> psize;
master.SetSize(psize);
slave.SetSize(psize);
master.Load(in, psize);
slave.Load(in, psize);
in.close();
}
master.Print();
slave.Print();
NURBSext->ConnectBoundaries(master,slave);
}
else if (order[0] == -1) // Isoparametric
{
if (mesh->GetNodes())
{
fec = mesh->GetNodes()->OwnFEC();
own_fec = 0;
cout << "Using isoparametric FEs: " << fec->Name() << endl;
}
else
{
cout <<"Mesh does not have FEs --> Assume order 1.\n";
fec = new H1_FECollection(1, dim);
own_fec = 1;
}
}
else
{
if (order.Size() > 1) { cout <<"Wrong number of orders set, needs one.\n"; }
fec = new H1_FECollection(abs(order[0]), dim);
own_fec = 1;
}
FiniteElementSpace *fespace = new FiniteElementSpace(mesh, NURBSext, fec);
cout << "Number of finite element unknowns: "
<< fespace->GetTrueVSize() << endl;
if (!ibp)
{
if (!mesh->NURBSext)
{
cout << "No integration by parts requires a NURBS mesh."<< endl;
return 2;
}
if (mesh->NURBSext->GetNP()>1)
{
cout << "No integration by parts requires a NURBS mesh, with only 1 patch."<<
endl;
cout << "A C_1 discretisation is required."<< endl;
cout << "Currently only C_0 multipatch coupling implemented."<< endl;
return 3;
}
if (order[0]<2)
{
cout << "No integration by parts requires at least quadratic NURBS."<< endl;
cout << "A C_1 discretisation is required."<< endl;
return 4;
}
}
// 5. Determine the list of true (i.e. conforming) essential boundary dofs.
// In this example, the boundary conditions are defined by marking all
// the boundary attributes from the mesh as essential (Dirichlet) and
// converting them to a list of true dofs.
Array<int> ess_tdof_list;
if (mesh->bdr_attributes.Size())
{
Array<int> ess_bdr(mesh->bdr_attributes.Max());
ess_bdr = 1;
// Remove periodic BCs
for (int i = 0; i < master.Size(); i++)
{
ess_bdr[master[i]-1] = 0;
ess_bdr[slave[i]-1] = 0;
}
fespace->GetEssentialTrueDofs(ess_bdr, ess_tdof_list);
}
// 6. Set up the linear form b(.) which corresponds to the right-hand side of
// the FEM linear system, which in this case is (1,phi_i) where phi_i are
// the basis functions in the finite element fespace.
LinearForm *b = new LinearForm(fespace);
ConstantCoefficient one(1.0);
b->AddDomainIntegrator(new DomainLFIntegrator(one));
b->Assemble();
// 7. Define the solution vector x as a finite element grid function
// corresponding to fespace. Initialize x with initial guess of zero,
// which satisfies the boundary conditions.
GridFunction x(fespace);
x = 0.0;
// 8. Set up the bilinear form a(.,.) on the finite element space
// corresponding to the Laplacian operator -Delta, by adding the Diffusion
// domain integrator.
BilinearForm *a = new BilinearForm(fespace);
if (ibp)
{
a->AddDomainIntegrator(new DiffusionIntegrator(one));
}
else
{
a->AddDomainIntegrator(new Diffusion2Integrator(one));
}
// 9. Assemble the bilinear form and the corresponding linear system,
// applying any necessary transformations such as: eliminating boundary
// conditions, applying conforming constraints for non-conforming AMR,
// static condensation, etc.
if (static_cond) { a->EnableStaticCondensation(); }
a->Assemble();
SparseMatrix A;
Vector B, X;
a->FormLinearSystem(ess_tdof_list, x, *b, A, X, B);
cout << "Size of linear system: " << A.Height() << endl;
#ifndef MFEM_USE_SUITESPARSE
// 10. Define a simple Jacobi preconditioner and use it to
// solve the system A X = B with PCG.
GSSmoother M(A);
PCG(A, M, B, X, 1, 200, 1e-12, 0.0);
#else
// 10. If MFEM was compiled with SuiteSparse, use UMFPACK to solve the system.
UMFPackSolver umf_solver;
umf_solver.Control[UMFPACK_ORDERING] = UMFPACK_ORDERING_METIS;
umf_solver.SetOperator(A);
umf_solver.Mult(B, X);
#endif
// 11. Recover the solution as a finite element grid function.
a->RecoverFEMSolution(X, *b, x);
// 12. Save the refined mesh and the solution. This output can be viewed later
// using GLVis: "glvis -m refined.mesh -g sol.gf".
ofstream mesh_ofs("refined.mesh");
mesh_ofs.precision(8);
mesh->Print(mesh_ofs);
ofstream sol_ofs("sol.gf");
sol_ofs.precision(8);
x.Save(sol_ofs);
// 13. Send the solution by socket to a GLVis server.
if (visualization)
{
char vishost[] = "localhost";
int visport = 19916;
socketstream sol_sock(vishost, visport);
sol_sock.precision(8);
sol_sock << "solution\n" << *mesh << x << flush;
}
// 14. Save data in the VisIt format
VisItDataCollection visit_dc("Example1", mesh);
visit_dc.RegisterField("solution", &x);
visit_dc.Save();
// 15. Free the used memory.
delete a;
delete b;
delete fespace;
if (own_fec) { delete fec; }
delete mesh;
return 0;
}