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mfem/examples/dpg_tests/EM-diffusion/primal_dpg.cpp
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// MFEM primal_dpg example
//
// Compile with: make primal_dpg
//
#include "mfem.hpp"
#include <fstream>
#include <iostream>
using namespace std;
using namespace mfem;
void E_exact(const Vector &, Vector &);
void f_exact(const Vector &, Vector &);
double freq = 1.0, kappa;
int dim;
int main(int argc, char *argv[])
{
// 1. Parse command line options
const char *mesh_file = "../../../data/star.mesh";
int order = 1;
bool static_cond = false;
int ref = 0;
OptionsParser args(argc, argv);
args.AddOption(&mesh_file, "-m", "--mesh", "Mesh file to use.");
args.AddOption(&order, "-o", "--order", "Finite element polynomial degree");
args.AddOption(&freq, "-f", "--frequency", "Set the frequency for the exact"
" solution.");
args.AddOption(&static_cond, "-sc", "--static-condensation", "-no-sc",
"--no-static-condensation", "Enable static condensation.");
args.AddOption(&ref, "-ref", "--refinements",
"Number of refinements.");
args.Parse();
if (!args.Good())
{
args.PrintUsage(cout);
return 1;
}
args.PrintOptions(cout);
kappa = freq * M_PI;
// 2. Read the mesh from the given mesh file, and refine once uniformly.
Mesh mesh(mesh_file);
for (int i = 0; i<ref; i++)
{
mesh.UniformRefinement();
}
dim = mesh.Dimension();
int sdim = mesh.SpaceDimension();
// 3. Define a finite element space on the mesh. Here we use H1 continuous
// high-order Lagrange finite elements of the given order.
ND_FECollection fec(order, mesh.Dimension());
FiniteElementSpace NDfes(&mesh, &fec);
ND_Trace_FECollection trace_fec(order, mesh.Dimension());
FiniteElementSpace NDtrace_fes(&mesh, &trace_fec);
int test_order = order+2;
ND_FECollection test_fec(test_order,mesh.Dimension());
Array<FiniteElementSpace * > trial_fes;
Array<FiniteElementCollection * > test_fecs;
trial_fes.Append(&NDfes);
trial_fes.Append(&NDtrace_fes);
test_fecs.Append(&test_fec);
NormalEquations * a = new NormalEquations(trial_fes,test_fecs);
ConstantCoefficient one(1.0);
a->AddTrialIntegrator(new MixedCurlCurlIntegrator(one),0,0);
a->AddTrialIntegrator(new VectorFEMassIntegrator(one),0,0);
a->AddTrialIntegrator(new VectorFETraceIntegrator,1,0);
a->AddTestIntegrator(new MixedCurlCurlIntegrator(one),0,0);
a->AddTestIntegrator(new VectorFEMassIntegrator(one),0,0);
VectorFunctionCoefficient f(sdim, f_exact);
a->AddDomainLFIntegrator(new VectorFEDomainLFIntegrator(f),0);
if (static_cond) { a->EnableStaticCondensation(); }
a->Assemble();
Array<int> ess_tdof_list;
Array<int> ess_bdr;
if (mesh.bdr_attributes.Size())
{
ess_bdr.SetSize(mesh.bdr_attributes.Max());
ess_bdr = 1;
NDfes.GetEssentialTrueDofs(ess_bdr, ess_tdof_list);
}
// shift the ess_tdofs
Vector X,B;
OperatorPtr Ah;
VectorFunctionCoefficient E(sdim, E_exact);
Array<int> offsets(3);
offsets[0] = 0;
offsets[1] = NDfes.GetVSize();
offsets[2] = NDtrace_fes.GetVSize();
offsets.PartialSum();
BlockVector x(offsets);
x = 0.;
GridFunction E_gf(&NDfes);
E_gf.MakeRef(&NDfes,x.GetBlock(0));
E_gf.ProjectBdrCoefficientTangent(E,ess_bdr);
E_gf.ProjectCoefficient(E);
a->FormLinearSystem(ess_tdof_list,x,Ah,X,B);
SparseMatrix * A = ((BlockMatrix *)(Ah.Ptr()))->CreateMonolithic();
UMFPackSolver umf(*A);
umf.Mult(B,X);
// BlockDiagonalPreconditioner * M = new BlockDiagonalPreconditioner(A->RowOffsets());
// M->owns_blocks = 1;
// for (int i=0; i<A->NumRowBlocks(); i++)
// {
// M->SetDiagonalBlock(i,new UMFPackSolver(A->GetBlock(i,i)));
// }
// CGSolver cg;
// cg.SetRelTol(1e-6);
// cg.SetMaxIter(2000);
// cg.SetPrintLevel(3);
// cg.SetPreconditioner(*M);
// cg.SetOperator(*A);
// cg.Mult(B, X);
// delete M;
a->RecoverFEMSolution(X,x);
E_gf.MakeRef(&NDfes,x.GetData());
char vishost[] = "localhost";
int visport = 19916;
socketstream solu_sock(vishost, visport);
solu_sock.precision(8);
solu_sock << "solution\n" << mesh << E_gf <<
"window_title 'Numerical u' "
<< flush;
}
void E_exact(const Vector &x, Vector &E)
{
if (dim == 3)
{
E(0) = sin(kappa * x(1));
E(1) = sin(kappa * x(2));
E(2) = sin(kappa * x(0));
}
else
{
E(0) = sin(kappa * x(1));
E(1) = sin(kappa * x(0));
if (x.Size() == 3) { E(2) = 0.0; }
}
}
void f_exact(const Vector &x, Vector &f)
{
if (dim == 3)
{
f(0) = (1. + kappa * kappa) * sin(kappa * x(1));
f(1) = (1. + kappa * kappa) * sin(kappa * x(2));
f(2) = (1. + kappa * kappa) * sin(kappa * x(0));
}
else
{
f(0) = (1. + kappa * kappa) * sin(kappa * x(1));
f(1) = (1. + kappa * kappa) * sin(kappa * x(0));
if (x.Size() == 3) { f(2) = 0.0; }
}
}