201 lines
7.0 KiB
C++
201 lines
7.0 KiB
C++
// MFEM Example 3
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//
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// Compile with: make ex3
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//
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// Sample runs: ex3 -m ../data/beam-tet.mesh
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// ex3 -m ../data/beam-hex.mesh
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// ex3 -m ../data/escher.mesh
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// ex3 -m ../data/fichera.mesh
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// ex3 -m ../data/fichera-q2.vtk
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// ex3 -m ../data/fichera-q3.mesh
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// ex3 -m ../data/beam-hex-nurbs.mesh
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//
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// Description: This example code solves a simple 3D electromagnetic diffusion
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// problem corresponding to the second order definite Maxwell
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// equation curl curl E + E = f with boundary condition
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// E x n = <given tangential field>. Here, we use a given exact
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// solution E and compute the corresponding r.h.s. f.
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// We discretize with Nedelec finite elements.
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//
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// The example demonstrates the use of H(curl) finite element
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// spaces with the curl-curl and the (vector finite element) mass
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// bilinear form, as well as the computation of discretization
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// error when the exact solution is known.
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//
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// We recommend viewing examples 1-2 before viewing this example.
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#include "mfem.hpp"
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#include <fstream>
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#include <iostream>
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using namespace std;
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using namespace mfem;
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// Exact solution, E, and r.h.s., f. See below for implementation.
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void E_exact(const Vector &, Vector &);
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void f_exact(const Vector &, Vector &);
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int main(int argc, char *argv[])
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{
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// 1. Parse command-line options.
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const char *mesh_file = "../data/beam-tet.mesh";
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int order = 1;
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bool visualization = 1;
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OptionsParser args(argc, argv);
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args.AddOption(&mesh_file, "-m", "--mesh",
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"Mesh file to use.");
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args.AddOption(&order, "-o", "--order",
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"Finite element order (polynomial degree).");
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args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
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"--no-visualization",
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"Enable or disable GLVis visualization.");
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args.Parse();
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if (!args.Good())
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{
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args.PrintUsage(cout);
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return 1;
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}
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args.PrintOptions(cout);
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// 2. Read the mesh from the given mesh file. We can handle triangular,
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// quadrilateral, tetrahedral, hexahedral, surface and volume meshes with
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// the same code.
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Mesh *mesh;
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ifstream imesh(mesh_file);
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if (!imesh)
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{
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cerr << "\nCan not open mesh file: " << mesh_file << '\n' << endl;
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return 2;
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}
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mesh = new Mesh(imesh, 1, 1);
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imesh.close();
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int dim = mesh->Dimension();
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if (dim != 3)
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{
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cerr << "\nThis example requires a 3D mesh\n" << endl;
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return 3;
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}
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// 3. Refine the mesh to increase the resolution. In this example we do
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// 'ref_levels' of uniform refinement. We choose 'ref_levels' to be the
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// largest number that gives a final mesh with no more than 50,000
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// elements.
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{
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int ref_levels =
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(int)floor(log(50000./mesh->GetNE())/log(2.)/dim);
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for (int l = 0; l < ref_levels; l++)
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mesh->UniformRefinement();
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}
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mesh->ReorientTetMesh();
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// 4. Define a finite element space on the mesh. Here we use the lowest order
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// Nedelec finite elements, but we can easily switch to higher-order
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// spaces by changing the value of p.
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FiniteElementCollection *fec = new ND_FECollection(order, dim);
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FiniteElementSpace *fespace = new FiniteElementSpace(mesh, fec);
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cout << "Number of unknowns: " << fespace->GetVSize() << endl;
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// 5. Set up the linear form b(.) which corresponds to the right-hand side
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// of the FEM linear system, which in this case is (f,phi_i) where f is
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// given by the function f_exact and phi_i are the basis functions in the
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// finite element fespace.
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VectorFunctionCoefficient f(3, f_exact);
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LinearForm *b = new LinearForm(fespace);
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b->AddDomainIntegrator(new VectorFEDomainLFIntegrator(f));
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b->Assemble();
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// 6. Define the solution vector x as a finite element grid function
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// corresponding to fespace. Initialize x by projecting the exact
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// solution. Note that only values from the boundary edges will be used
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// when eliminating the non-homogeneous boundary condition to modify the
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// r.h.s. vector b.
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GridFunction x(fespace);
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VectorFunctionCoefficient E(3, E_exact);
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x.ProjectCoefficient(E);
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// 7. Set up the bilinear form corresponding to the EM diffusion operator
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// curl muinv curl + sigma I, by adding the curl-curl and the mass domain
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// integrators and finally imposing the non-homogeneous Dirichlet boundary
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// conditions. The boundary conditions are implemented by marking all the
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// boundary attributes from the mesh as essential (Dirichlet). After
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// assembly and finalizing we extract the corresponding sparse matrix A.
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Coefficient *muinv = new ConstantCoefficient(1.0);
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Coefficient *sigma = new ConstantCoefficient(1.0);
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BilinearForm *a = new BilinearForm(fespace);
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a->AddDomainIntegrator(new CurlCurlIntegrator(*muinv));
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a->AddDomainIntegrator(new VectorFEMassIntegrator(*sigma));
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a->Assemble();
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Array<int> ess_bdr(mesh->bdr_attributes.Max());
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ess_bdr = 1;
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a->EliminateEssentialBC(ess_bdr, x, *b);
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a->Finalize();
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const SparseMatrix &A = a->SpMat();
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#ifndef MFEM_USE_SUITESPARSE
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// 8. Define a simple symmetric Gauss-Seidel preconditioner and use it to
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// solve the system Ax=b with PCG.
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GSSmoother M(A);
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x = 0.0;
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PCG(A, M, *b, x, 1, 500, 1e-12, 0.0);
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#else
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// 8. If MFEM was compiled with SuiteSparse, use UMFPACK to solve the system.
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UMFPackSolver umf_solver;
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umf_solver.Control[UMFPACK_ORDERING] = UMFPACK_ORDERING_METIS;
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umf_solver.SetOperator(A);
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umf_solver.Mult(*b, x);
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#endif
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// 9. Compute and print the L^2 norm of the error.
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cout << "\n|| E_h - E ||_{L^2} = " << x.ComputeL2Error(E) << '\n' << endl;
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// 10. Save the refined mesh and the solution. This output can be viewed
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// later using GLVis: "glvis -m refined.mesh -g sol.gf".
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{
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ofstream mesh_ofs("refined.mesh");
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mesh_ofs.precision(8);
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mesh->Print(mesh_ofs);
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ofstream sol_ofs("sol.gf");
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sol_ofs.precision(8);
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x.Save(sol_ofs);
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}
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// 11. Send the solution by socket to a GLVis server.
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if (visualization)
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{
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char vishost[] = "localhost";
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int visport = 19916;
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socketstream sol_sock(vishost, visport);
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sol_sock.precision(8);
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sol_sock << "solution\n" << *mesh << x << flush;
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}
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// 12. Free the used memory.
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delete a;
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delete sigma;
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delete muinv;
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delete b;
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delete fespace;
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delete fec;
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delete mesh;
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return 0;
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}
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// A parameter for the exact solution.
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const double kappa = M_PI;
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void E_exact(const Vector &x, Vector &E)
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{
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E(0) = sin(kappa * x(1));
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E(1) = sin(kappa * x(2));
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E(2) = sin(kappa * x(0));
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}
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void f_exact(const Vector &x, Vector &f)
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{
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f(0) = (1. + kappa * kappa) * sin(kappa * x(1));
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f(1) = (1. + kappa * kappa) * sin(kappa * x(2));
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f(2) = (1. + kappa * kappa) * sin(kappa * x(0));
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}
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