systems_of_equations_ex5.C File Reference

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Functions
void	assemble_elasticity (EquationSystems &es, const std::string &system_name)
Real	eval_elasticity_tensor (unsigned int i, unsigned int j, unsigned int k, unsigned int l)
int	main (int argc, char **argv)
void	assemble_elasticity (EquationSystems &es, const std::string &libmesh_dbg_var(system_name))

Function Documentation

assemble_elasticity() [1/2]

void assemble_elasticity	(	EquationSystems &	es,
		const std::string &	libmesh_dbg_varsystem_name
	)

Definition at line 171 of file systems_of_equations_ex5.C.

{
  libmesh_assert_equal_to (system_name, "Elasticity");
 
  const MeshBase & mesh = es.get_mesh();
 
  const unsigned int dim = mesh.mesh_dimension();
 
  LinearImplicitSystem & system = es.get_system<LinearImplicitSystem>("Elasticity");
 
  const unsigned int u_var = system.variable_number ("u");
  const unsigned int v_var = system.variable_number ("v");
  const unsigned int lambda_var = system.variable_number ("lambda");
 
  const DofMap & dof_map = system.get_dof_map();
  FEType fe_type = dof_map.variable_type(0);
  std::unique_ptr<FEBase> fe (FEBase::build(dim, fe_type));
  QGauss qrule (dim, fe_type.default_quadrature_order());
  fe->attach_quadrature_rule (&qrule);
 
  std::unique_ptr<FEBase> fe_face (FEBase::build(dim, fe_type));
  QGauss qface(dim-1, fe_type.default_quadrature_order());
  fe_face->attach_quadrature_rule (&qface);
 
  const std::vector<Real> & JxW = fe->get_JxW();
  const std::vector<std::vector<RealGradient>> & dphi = fe->get_dphi();
 
  DenseMatrix<Number> Ke;
  DenseVector<Number> Fe;
 
  DenseSubMatrix<Number>
    Kuu(Ke), Kuv(Ke),
    Kvu(Ke), Kvv(Ke);
  DenseSubMatrix<Number> Klambda_v(Ke), Kv_lambda(Ke);
 
  DenseSubVector<Number>
    Fu(Fe),
    Fv(Fe);
 
  std::vector<dof_id_type> dof_indices;
  std::vector<dof_id_type> dof_indices_u;
  std::vector<dof_id_type> dof_indices_v;
  std::vector<dof_id_type> dof_indices_lambda;
 
  SparseMatrix<Number> & matrix = system.get_system_matrix();
 
  for (const auto & elem : mesh.active_local_element_ptr_range())
    {
      dof_map.dof_indices (elem, dof_indices);
      dof_map.dof_indices (elem, dof_indices_u, u_var);
      dof_map.dof_indices (elem, dof_indices_v, v_var);
      dof_map.dof_indices (elem, dof_indices_lambda, lambda_var);
 
      const unsigned int n_dofs   = dof_indices.size();
      const unsigned int n_u_dofs = dof_indices_u.size();
      const unsigned int n_v_dofs = dof_indices_v.size();
      const unsigned int n_lambda_dofs = dof_indices_lambda.size();
 
      fe->reinit (elem);
 
      Ke.resize (n_dofs, n_dofs);
      Fe.resize (n_dofs);
 
      Kuu.reposition (u_var*n_u_dofs, u_var*n_u_dofs, n_u_dofs, n_u_dofs);
      Kuv.reposition (u_var*n_u_dofs, v_var*n_u_dofs, n_u_dofs, n_v_dofs);
 
      Kvu.reposition (v_var*n_v_dofs, u_var*n_v_dofs, n_v_dofs, n_u_dofs);
      Kvv.reposition (v_var*n_v_dofs, v_var*n_v_dofs, n_v_dofs, n_v_dofs);
 
      // Also, add a row and a column to enforce the constraint
      Kv_lambda.reposition (v_var*n_u_dofs, v_var*n_u_dofs+n_v_dofs, n_v_dofs, 1);
      Klambda_v.reposition (v_var*n_v_dofs+n_v_dofs, v_var*n_v_dofs, 1, n_v_dofs);
 
      Fu.reposition (u_var*n_u_dofs, n_u_dofs);
      Fv.reposition (v_var*n_u_dofs, n_v_dofs);
 
      for (unsigned int qp=0; qp<qrule.n_points(); qp++)
        {
          for (unsigned int i=0; i<n_u_dofs; i++)
            for (unsigned int j=0; j<n_u_dofs; j++)
              {
                // Tensor indices
                unsigned int C_i, C_j, C_k, C_l;
                C_i=0, C_k=0;
 
                C_j=0, C_l=0;
                Kuu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=0;
                Kuu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=0, C_l=1;
                Kuu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=1;
                Kuu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
              }
 
          for (unsigned int i=0; i<n_u_dofs; i++)
            for (unsigned int j=0; j<n_v_dofs; j++)
              {
                // Tensor indices
                unsigned int C_i, C_j, C_k, C_l;
                C_i=0, C_k=1;
 
                C_j=0, C_l=0;
                Kuv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=0;
                Kuv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=0, C_l=1;
                Kuv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=1;
                Kuv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
              }
 
          for (unsigned int i=0; i<n_v_dofs; i++)
            for (unsigned int j=0; j<n_u_dofs; j++)
              {
                // Tensor indices
                unsigned int C_i, C_j, C_k, C_l;
                C_i=1, C_k=0;
 
                C_j=0, C_l=0;
                Kvu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=0;
                Kvu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=0, C_l=1;
                Kvu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=1;
                Kvu(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
              }
 
          for (unsigned int i=0; i<n_v_dofs; i++)
            for (unsigned int j=0; j<n_v_dofs; j++)
              {
                // Tensor indices
                unsigned int C_i, C_j, C_k, C_l;
                C_i=1, C_k=1;
 
                C_j=0, C_l=0;
                Kvv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=0;
                Kvv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=0, C_l=1;
                Kvv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
 
                C_j=1, C_l=1;
                Kvv(i,j) += JxW[qp]*(eval_elasticity_tensor(C_i, C_j, C_k, C_l) * dphi[i][qp](C_j)*dphi[j][qp](C_l));
              }
        }
 
      {
        std::vector<boundary_id_type> bc_ids;
        for (auto side : elem->side_index_range())
          if (elem->neighbor_ptr(side) == nullptr)
            {
              mesh.get_boundary_info().boundary_ids (elem, side, bc_ids);
 
              const std::vector<std::vector<Real>> & phi_face = fe_face->get_phi();
              const std::vector<Real> & JxW_face = fe_face->get_JxW();
 
              fe_face->reinit(elem, side);
 
              for (std::vector<boundary_id_type>::const_iterator b =
                     bc_ids.begin(); b != bc_ids.end(); ++b)
                {
                  const boundary_id_type bc_id = *b;
                  for (unsigned int qp=0; qp<qface.n_points(); qp++)
                    {
                      // Add the loading
                      if (bc_id == 2)
                        for (unsigned int i=0; i<n_v_dofs; i++)
                          Fv(i) += JxW_face[qp] * (-1.) * phi_face[i][qp];
 
                      // Add the constraint contributions
                      if (bc_id == 1)
                        {
                          for (unsigned int i=0; i<n_v_dofs; i++)
                            for (unsigned int j=0; j<n_lambda_dofs; j++)
                              Kv_lambda(i,j) += JxW_face[qp] * (-1.) * phi_face[i][qp];
 
                          for (unsigned int i=0; i<n_lambda_dofs; i++)
                            for (unsigned int j=0; j<n_v_dofs; j++)
                              Klambda_v(i,j) += JxW_face[qp] * (-1.) * phi_face[j][qp];
                        }
                    }
                }
            }
      }
 
      dof_map.constrain_element_matrix_and_vector (Ke, Fe, dof_indices);
 
      matrix.add_matrix         (Ke, dof_indices);
      system.rhs->add_vector    (Fe, dof_indices);
    }
}

References libMesh::SparseMatrix< T >::add_matrix(), libMesh::NumericVector< T >::add_vector(), b, libMesh::BoundaryInfo::boundary_ids(), libMesh::FEGenericBase< OutputType >::build(), libMesh::DofMap::constrain_element_matrix_and_vector(), libMesh::FEType::default_quadrature_order(), dim, libMesh::DofMap::dof_indices(), eval_elasticity_tensor(), libMesh::MeshBase::get_boundary_info(), libMesh::System::get_dof_map(), libMesh::EquationSystems::get_mesh(), libMesh::EquationSystems::get_system(), libMesh::ImplicitSystem::get_system_matrix(), mesh, libMesh::MeshBase::mesh_dimension(), libMesh::QBase::n_points(), libMesh::DenseSubMatrix< T >::reposition(), libMesh::DenseSubVector< T >::reposition(), libMesh::DenseVector< T >::resize(), libMesh::DenseMatrix< T >::resize(), libMesh::ExplicitSystem::rhs, libMesh::System::variable_number(), and libMesh::DofMap::variable_type().

assemble_elasticity() [2/2]

void assemble_elasticity	(	EquationSystems &	es,
		const std::string &	system_name
	)

Referenced by main().

eval_elasticity_tensor()

Real eval_elasticity_tensor	(	unsigned int	i,
		unsigned int	j,
		unsigned int	k,
		unsigned int	l
	)

Definition at line 377 of file systems_of_equations_ex5.C.

{
  // Define the Poisson ratio
  const Real nu = 0.3;
 
  // Define the Lame constants (lambda_1 and lambda_2) based on Poisson ratio
  const Real lambda_1 = nu / ((1. + nu) * (1. - 2.*nu));
  const Real lambda_2 = 0.5 / (1 + nu);
 
  // Define the Kronecker delta functions that we need here
  Real delta_ij = (i == j) ? 1. : 0.;
  Real delta_il = (i == l) ? 1. : 0.;
  Real delta_ik = (i == k) ? 1. : 0.;
  Real delta_jl = (j == l) ? 1. : 0.;
  Real delta_jk = (j == k) ? 1. : 0.;
  Real delta_kl = (k == l) ? 1. : 0.;
 
  return lambda_1 * delta_ij * delta_kl + lambda_2 * (delta_ik * delta_jl + delta_il * delta_jk);
}

References libMesh::Real.

Referenced by assemble_elasticity().

main()

int main	(	int	argc,
		char **	argv
	)

Definition at line 80 of file systems_of_equations_ex5.C.

{
  // Initialize libMesh and any dependent libraries
  LibMeshInit init (argc, argv);
 
  // This example requires a linear solver package.
  libmesh_example_requires(libMesh::default_solver_package() != INVALID_SOLVER_PACKAGE,
                           "--enable-petsc, --enable-trilinos, or --enable-eigen");
 
  // Initialize the cantilever mesh
  const unsigned int dim = 2;
 
  // Skip this 2D example if libMesh was compiled as 1D-only.
  libmesh_example_requires(dim <= LIBMESH_DIM, "2D support");
 
  // We use Dirichlet boundary conditions here
#ifndef LIBMESH_ENABLE_DIRICHLET
  libmesh_example_requires(false, "--enable-dirichlet");
#endif
 
  // Get the mesh size from the command line.
  GetPot command_line (argc, argv);
 
  const int nx = libMesh::command_line_next("-nx", 50),
            ny = libMesh::command_line_next("-ny", 10);
 
  // Create a 2D mesh distributed across the default MPI communicator.
  Mesh mesh(init.comm(), dim);
  MeshTools::Generation::build_square (mesh,
                                       nx, ny,
                                       0., 1.,
                                       0., 0.2,
                                       QUAD9);
 
  // Print information about the mesh to the screen.
  mesh.print_info();
 
  // Create an equation systems object.
  EquationSystems equation_systems (mesh);
 
  // Declare the system and its variables.
  // Create a system named "Elasticity"
  LinearImplicitSystem & system =
    equation_systems.add_system<LinearImplicitSystem> ("Elasticity");
 
#ifdef LIBMESH_ENABLE_DIRICHLET
  // Add two displacement variables, u and v, to the system
  unsigned int u_var = system.add_variable("u", SECOND, LAGRANGE);
  unsigned int v_var = system.add_variable("v", SECOND, LAGRANGE);
 
  // Add a SCALAR variable for the Lagrange multiplier to enforce our constraint
  system.add_variable("lambda", FIRST, SCALAR);
 
  system.attach_assemble_function (assemble_elasticity);
 
  // Create a ZeroFunction to initialize dirichlet_bc
  ZeroFunction<> zf;
 
  // Construct a Dirichlet boundary condition object
  // We impose a "clamped" boundary condition on the
  // "left" boundary, i.e. bc_id = 3
 
  // Most DirichletBoundary users will want to supply a "locally
  // indexed" functor
  DirichletBoundary dirichlet_bc({3}, {u_var, v_var}, zf,
                                 LOCAL_VARIABLE_ORDER);
 
  // We must add the Dirichlet boundary condition _before_
  // we call equation_systems.init()
  system.get_dof_map().add_dirichlet_boundary(dirichlet_bc);
#endif // LIBMESH_ENABLE_DIRICHLET
 
  // Initialize the data structures for the equation system.
  equation_systems.init();
 
  // Print information about the system to the screen.
  equation_systems.print_info();
 
  // Solve the system
  system.solve();
 
  // Plot the solution
#ifdef LIBMESH_HAVE_EXODUS_API
  ExodusII_IO (mesh).write_equation_systems("displacement.e", equation_systems);
#endif // #ifdef LIBMESH_HAVE_EXODUS_API
 
  // All done.
  return 0;
}

References libMesh::DofMap::add_dirichlet_boundary(), libMesh::EquationSystems::add_system(), libMesh::System::add_variable(), assemble_elasticity(), libMesh::System::attach_assemble_function(), libMesh::MeshTools::Generation::build_square(), libMesh::command_line_next(), libMesh::default_solver_package(), dim, libMesh::FIRST, libMesh::System::get_dof_map(), libMesh::EquationSystems::init(), libMesh::INVALID_SOLVER_PACKAGE, libMesh::LAGRANGE, libMesh::LOCAL_VARIABLE_ORDER, main(), mesh, libMesh::EquationSystems::print_info(), libMesh::MeshBase::print_info(), libMesh::QUAD9, libMesh::SCALAR, libMesh::SECOND, libMesh::LinearImplicitSystem::solve(), and libMesh::ExodusII_IO::write_equation_systems().