adaptivity_ex4.C File Reference

Go to the source code of this file.

Functions
void	assemble_biharmonic (EquationSystems &es, const std::string &system_name)
Number	exact_1D_solution (const Point &p, const Parameters &, const std::string &, const std::string &)
Number	exact_2D_solution (const Point &p, const Parameters &, const std::string &, const std::string &)
Number	exact_3D_solution (const Point &p, const Parameters &, const std::string &, const std::string &)
Gradient	exact_1D_derivative (const Point &p, const Parameters &, const std::string &, const std::string &)
Gradient	exact_2D_derivative (const Point &p, const Parameters &, const std::string &, const std::string &)
Gradient	exact_3D_derivative (const Point &p, const Parameters &, const std::string &, const std::string &)
Tensor	exact_1D_hessian (const Point &p, const Parameters &, const std::string &, const std::string &)
Tensor	exact_2D_hessian (const Point &p, const Parameters &, const std::string &, const std::string &)
Tensor	exact_3D_hessian (const Point &p, const Parameters &, const std::string &, const std::string &)
Number	forcing_function_1D (const Point &p)
Number	forcing_function_2D (const Point &p)
Number	forcing_function_3D (const Point &p)
int	main (int argc, char **argv)

Variables
Number(*	exact_solution )(const Point &p, const Parameters &, const std::string &, const std::string &)
Gradient(*	exact_derivative )(const Point &p, const Parameters &, const std::string &, const std::string &)
Tensor(*	exact_hessian )(const Point &p, const Parameters &, const std::string &, const std::string &)
Number(*	forcing_function )(const Point &p)

Function Documentation

assemble_biharmonic()

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

Definition at line 663 of file adaptivity_ex4.C.

{
  // Ignore unused parameter warnings when libmesh is configured without certain options.
  libmesh_ignore(es, system_name);
 
#ifdef LIBMESH_ENABLE_AMR
#ifdef LIBMESH_ENABLE_SECOND_DERIVATIVES
 
  // It is a good idea to make sure we are assembling
  // the proper system.
  libmesh_assert_equal_to (system_name, "Biharmonic");
 
  // Declare a performance log.  Give it a descriptive
  // string to identify what part of the code we are
  // logging, since there may be many PerfLogs in an
  // application.
  PerfLog perf_log ("Matrix Assembly", false);
 
  // Get a constant reference to the mesh object.
  const MeshBase & mesh = es.get_mesh();
 
  // The dimension that we are running
  const unsigned int dim = mesh.mesh_dimension();
 
  // Get a reference to the LinearImplicitSystem we are solving
  LinearImplicitSystem & system = es.get_system<LinearImplicitSystem>("Biharmonic");
 
  // A reference to the DofMap object for this system.  The DofMap
  // object handles the index translation from node and element numbers
  // to degree of freedom numbers.  We will talk more about the DofMap
  // in future examples.
  const DofMap & dof_map = system.get_dof_map();
 
  // Get a constant reference to the Finite Element type
  // for the first (and only) variable in the system.
  FEType fe_type = dof_map.variable_type(0);
 
  // Build a Finite Element object of the specified type.  Since the
  // FEBase::build() member dynamically creates memory we will
  // store the object as a std::unique_ptr<FEBase>.  This can be thought
  // of as a pointer that will clean up after itself.
  std::unique_ptr<FEBase> fe (FEBase::build(dim, fe_type));
 
  // Quadrature rule for numerical integration.
  // With 2D triangles, the Clough quadrature rule puts a Gaussian
  // quadrature rule on each of the 3 subelements
  std::unique_ptr<QBase> qrule(fe_type.default_quadrature_rule(dim));
 
  // Tell the finite element object to use our quadrature rule.
  fe->attach_quadrature_rule (qrule.get());
 
  // Declare a special finite element object for
  // boundary integration.
  std::unique_ptr<FEBase> fe_face (FEBase::build(dim, fe_type));
 
  // Boundary integration requires another quadrature rule,
  // with dimensionality one less than the dimensionality
  // of the element.
  // In 1D, the Clough and Gauss quadrature rules are identical.
  std::unique_ptr<QBase> qface(fe_type.default_quadrature_rule(dim-1));
 
  // Tell the finite element object to use our
  // quadrature rule.
  fe_face->attach_quadrature_rule (qface.get());
 
  // Here we define some references to cell-specific data that
  // will be used to assemble the linear system.
  // We begin with the element Jacobian * quadrature weight at each
  // integration point.
  const std::vector<Real> & JxW = fe->get_JxW();
 
  // The physical XY locations of the quadrature points on the element.
  // These might be useful for evaluating spatially varying material
  // properties at the quadrature points.
  const std::vector<Point> & q_point = fe->get_xyz();
 
  // The element shape functions evaluated at the quadrature points.
  const std::vector<std::vector<Real>> & phi = fe->get_phi();
 
  // The element shape function second derivatives evaluated at the
  // quadrature points.  Note that for the simple biharmonic, shape
  // function first derivatives are unnecessary.
  const std::vector<std::vector<RealTensor>> & d2phi = fe->get_d2phi();
 
  // For efficiency we will compute shape function laplacians n times,
  // not n^2
  std::vector<Real> shape_laplacian;
 
  // Define data structures to contain the element matrix
  // and right-hand-side vector contribution.  Following
  // basic finite element terminology we will denote these
  // "Ke" and "Fe". More detail is in example 3.
  DenseMatrix<Number> Ke;
  DenseVector<Number> Fe;
 
  // This vector will hold the degree of freedom indices for
  // the element.  These define where in the global system
  // the element degrees of freedom get mapped.
  std::vector<dof_id_type> dof_indices;
 
  // Now we will loop over all the elements in the mesh.  We will
  // compute the element matrix and right-hand-side contribution.  See
  // example 3 for a discussion of the element iterators.
  for (const auto & elem : mesh.active_local_element_ptr_range())
    {
      // Start logging the shape function initialization.
      // This is done through a simple function call with
      // the name of the event to log.
      perf_log.push("elem init");
 
      // Get the degree of freedom indices for the
      // current element.  These define where in the global
      // matrix and right-hand-side this element will
      // contribute to.
      dof_map.dof_indices (elem, dof_indices);
 
      // Compute the element-specific data for the current
      // element.  This involves computing the location of the
      // quadrature points (q_point) and the shape functions
      // (phi, dphi) for the current element.
      fe->reinit (elem);
 
      const unsigned int n_dofs =
        cast_int<unsigned int>(dof_indices.size());
      libmesh_assert_equal_to (n_dofs, phi.size());
 
      // Zero the element matrix and right-hand side before
      // summing them.
      Ke.resize (n_dofs, n_dofs);
 
      Fe.resize (n_dofs);
 
      // Make sure there is enough room in this cache
      shape_laplacian.resize(n_dofs);
 
      // Stop logging the shape function initialization.
      // If you forget to stop logging an event the PerfLog
      // object will probably catch the error and abort.
      perf_log.pop("elem init");
 
      // Now we will build the element matrix.  This involves
      // a double loop to integrate laplacians of the test functions
      // (i) against laplacians of the trial functions (j).
      //
      // This step is why we need the Clough-Tocher elements -
      // these C1 differentiable elements have square-integrable
      // second derivatives.
      //
      // Now start logging the element matrix computation
      perf_log.push ("Ke");
 
      for (unsigned int qp=0; qp<qrule->n_points(); qp++)
        {
          for (unsigned int i=0; i != n_dofs; i++)
            {
              shape_laplacian[i] = d2phi[i][qp](0,0);
              if (dim > 1)
                shape_laplacian[i] += d2phi[i][qp](1,1);
              if (dim == 3)
                shape_laplacian[i] += d2phi[i][qp](2,2);
            }
          for (unsigned int i=0; i != n_dofs; i++)
            for (unsigned int j=0; j != n_dofs; j++)
              Ke(i,j) += JxW[qp]*
                shape_laplacian[i]*shape_laplacian[j];
        }
 
      // Stop logging the matrix computation
      perf_log.pop ("Ke");
 
 
      // At this point the interior element integration has
      // been completed.  However, we have not yet addressed
      // boundary conditions.  For this example we will only
      // consider simple Dirichlet boundary conditions imposed
      // via the penalty method.  Note that this is a fourth-order
      // problem: Dirichlet boundary conditions include *both*
      // boundary values and boundary normal fluxes.
      {
        // Start logging the boundary condition computation.  We use a
        // macro to log everything in this scope.
        LOG_SCOPE_WITH("BCs", "", perf_log);
 
        // The penalty values, for solution boundary trace and flux.
        const Real penalty = 1e10;
        const Real penalty2 = 1e10;
 
        // The following loops over the sides of the element.
        // If the element has no neighbor on a side then that
        // side MUST live on a boundary of the domain.
        for (auto s : elem->side_index_range())
          if (elem->neighbor_ptr(s) == nullptr)
            {
              // The value of the shape functions at the quadrature
              // points.
              const std::vector<std::vector<Real>> & phi_face =
                fe_face->get_phi();
 
              // The value of the shape function derivatives at the
              // quadrature points.
              const std::vector<std::vector<RealGradient>> & dphi_face =
                fe_face->get_dphi();
 
              // The Jacobian * Quadrature Weight at the quadrature
              // points on the face.
              const std::vector<Real> & JxW_face = fe_face->get_JxW();
 
              // The XYZ locations (in physical space) of the
              // quadrature points on the face.  This is where
              // we will interpolate the boundary value function.
              const std::vector<Point> & qface_point = fe_face->get_xyz();
              const std::vector<Point> & face_normals = fe_face->get_normals();
 
              // Compute the shape function values on the element
              // face.
              fe_face->reinit(elem, s);
 
              libmesh_assert_equal_to (n_dofs, phi_face.size());
 
              // Loop over the face quadrature points for integration.
              for (unsigned int qp=0; qp<qface->n_points(); qp++)
                {
                  // The boundary value.
                  Number value = exact_solution(qface_point[qp],
                                                es.parameters, "null",
                                                "void");
                  Gradient flux = exact_2D_derivative(qface_point[qp],
                                                      es.parameters,
                                                      "null", "void");
 
                  // Matrix contribution of the L2 projection.
                  // Note that the basis function values are
                  // integrated against test function values while
                  // basis fluxes are integrated against test function
                  // fluxes.
                  for (unsigned int i=0; i != n_dofs; i++)
                    for (unsigned int j=0; j != n_dofs; j++)
                      Ke(i,j) += JxW_face[qp] *
                        (penalty * phi_face[i][qp] *
                         phi_face[j][qp] + penalty2
                         * (dphi_face[i][qp] *
                            face_normals[qp]) *
                         (dphi_face[j][qp] *
                          face_normals[qp]));
 
                  // Right-hand-side contribution of the L2
                  // projection.
                  for (unsigned int i=0; i != n_dofs; i++)
                    Fe(i) += JxW_face[qp] *
                      (penalty * value * phi_face[i][qp]
                       + penalty2 *
                       (flux * face_normals[qp])
                       * (dphi_face[i][qp]
                          * face_normals[qp]));
 
                }
            }
      }
 
      for (unsigned int qp=0; qp<qrule->n_points(); qp++)
        for (unsigned int i=0; i != n_dofs; i++)
          Fe(i) += JxW[qp]*phi[i][qp]*forcing_function(q_point[qp]);
 
      // The element matrix and right-hand-side are now built
      // for this element.  Add them to the global matrix and
      // right-hand-side vector.  The SparseMatrix::add_matrix()
      // and NumericVector::add_vector() members do this for us.
      // Start logging the insertion of the local (element)
      // matrix and vector into the global matrix and vector
      LOG_SCOPE_WITH("matrix insertion", "", perf_log);
 
      dof_map.constrain_element_matrix_and_vector(Ke, Fe, dof_indices);
      system.matrix->add_matrix (Ke, dof_indices);
      system.rhs->add_vector    (Fe, dof_indices);
    }
 
  // That's it.  We don't need to do anything else to the
  // PerfLog.  When it goes out of scope (at this function return)
  // it will print its log to the screen. Pretty easy, huh?
 
#else
 
#endif // #ifdef LIBMESH_ENABLE_SECOND_DERIVATIVES
#endif // #ifdef LIBMESH_ENABLE_AMR
}

References libMesh::MeshBase::active_local_element_ptr_range(), libMesh::SparseMatrix< T >::add_matrix(), libMesh::NumericVector< T >::add_vector(), libMesh::FEGenericBase< OutputType >::build(), libMesh::FEType::default_quadrature_rule(), dim, exact_2D_derivative(), exact_solution, forcing_function, libMesh::System::get_dof_map(), libMesh::EquationSystems::get_mesh(), libMesh::EquationSystems::get_system(), libMesh::libmesh_ignore(), libMesh::ImplicitSystem::matrix, mesh, libMesh::MeshBase::mesh_dimension(), libMesh::EquationSystems::parameters, libMesh::PerfLog::pop(), libMesh::PerfLog::push(), libMesh::Real, libMesh::DenseVector< T >::resize(), libMesh::DenseMatrix< T >::resize(), libMesh::ExplicitSystem::rhs, and value.

Referenced by main().

exact_1D_derivative()

Gradient exact_1D_derivative	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 459 of file adaptivity_ex4.C.

{
  // x coordinate in space
  const Real x = p(0);
 
  // First derivatives to be returned.
  Gradient gradu;
 
  gradu(0) = 256.*2.*(x-x*x)*(1-2*x);
 
  return gradu;
}

References libMesh::Real.

Referenced by main().

exact_1D_hessian()

Tensor exact_1D_hessian	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 477 of file adaptivity_ex4.C.

{
  // Second derivatives to be returned.
  Tensor hessu;
 
  // x coordinate in space
  const Real x = p(0);
 
  hessu(0,0) = 256.*2.*(1-6.*x+6.*x*x);
 
  return hessu;
}

References libMesh::Real.

Referenced by main().

exact_1D_solution()

Number exact_1D_solution	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 445 of file adaptivity_ex4.C.

{
  // x coordinate in space
  const Real x = p(0);
 
  // analytic solution value
  return 256.*(x-x*x)*(x-x*x);
}

References libMesh::Real.

Referenced by main().

exact_2D_derivative()

Gradient exact_2D_derivative	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 517 of file adaptivity_ex4.C.

{
  // x and y coordinates in space
  const Real x = p(0);
  const Real y = p(1);
 
  // First derivatives to be returned.
  Gradient gradu;
 
  gradu(0) = 256.*2.*(x-x*x)*(1-2*x)*(y-y*y)*(y-y*y);
  gradu(1) = 256.*2.*(x-x*x)*(x-x*x)*(y-y*y)*(1-2*y);
 
  return gradu;
}

References libMesh::Real.

Referenced by assemble_biharmonic(), and main().

exact_2D_hessian()

Tensor exact_2D_hessian	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 537 of file adaptivity_ex4.C.

{
  // Second derivatives to be returned.
  Tensor hessu;
 
  // x and y coordinates in space
  const Real x = p(0);
  const Real y = p(1);
 
  hessu(0,0) = 256.*2.*(1-6.*x+6.*x*x)*(y-y*y)*(y-y*y);
  hessu(0,1) = 256.*4.*(x-x*x)*(1.-2.*x)*(y-y*y)*(1.-2.*y);
  hessu(1,1) = 256.*2.*(x-x*x)*(x-x*x)*(1.-6.*y+6.*y*y);
 
  // Hessians are always symmetric
  hessu(1,0) = hessu(0,1);
  return hessu;
}

References libMesh::Real.

Referenced by main().

exact_2D_solution()

Number exact_2D_solution	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 502 of file adaptivity_ex4.C.

{
  // x and y coordinates in space
  const Real x = p(0);
  const Real y = p(1);
 
  // analytic solution value
  return 256.*(x-x*x)*(x-x*x)*(y-y*y)*(y-y*y);
}

References libMesh::Real.

Referenced by main().

exact_3D_derivative()

Gradient exact_3D_derivative	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 588 of file adaptivity_ex4.C.

{
  // First derivatives to be returned.
  Gradient gradu;
 
  // xyz coordinates in space
  const Real x = p(0);
  const Real y = p(1);
  const Real z = p(2);
 
  gradu(0) = 4096.*2.*(x-x*x)*(1.-2.*x)*(y-y*y)*(y-y*y)*(z-z*z)*(z-z*z);
  gradu(1) = 4096.*2.*(x-x*x)*(x-x*x)*(y-y*y)*(1.-2.*y)*(z-z*z)*(z-z*z);
  gradu(2) = 4096.*2.*(x-x*x)*(x-x*x)*(y-y*y)*(y-y*y)*(z-z*z)*(1.-2.*z);
 
  return gradu;
}

References libMesh::Real.

Referenced by main().

exact_3D_hessian()

Tensor exact_3D_hessian	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 610 of file adaptivity_ex4.C.

{
  // Second derivatives to be returned.
  Tensor hessu;
 
  // xyz coordinates in space
  const Real x = p(0);
  const Real y = p(1);
  const Real z = p(2);
 
  hessu(0,0) = 4096.*(2.-12.*x+12.*x*x)*(y-y*y)*(y-y*y)*(z-z*z)*(z-z*z);
  hessu(0,1) = 4096.*4.*(x-x*x)*(1.-2.*x)*(y-y*y)*(1.-2.*y)*(z-z*z)*(z-z*z);
  hessu(0,2) = 4096.*4.*(x-x*x)*(1.-2.*x)*(y-y*y)*(y-y*y)*(z-z*z)*(1.-2.*z);
  hessu(1,1) = 4096.*(x-x*x)*(x-x*x)*(2.-12.*y+12.*y*y)*(z-z*z)*(z-z*z);
  hessu(1,2) = 4096.*4.*(x-x*x)*(x-x*x)*(y-y*y)*(1.-2.*y)*(z-z*z)*(1.-2.*z);
  hessu(2,2) = 4096.*(x-x*x)*(x-x*x)*(y-y*y)*(y-y*y)*(2.-12.*z+12.*z*z);
 
  // Hessians are always symmetric
  hessu(1,0) = hessu(0,1);
  hessu(2,0) = hessu(0,2);
  hessu(2,1) = hessu(1,2);
 
  return hessu;
}

References libMesh::Real.

Referenced by main().

exact_3D_solution()

Number exact_3D_solution	(	const Point &	p,
		const Parameters &	,
		const std::string &	,
		const std::string &
	)

Definition at line 573 of file adaptivity_ex4.C.

{
  // xyz coordinates in space
  const Real x = p(0);
  const Real y = p(1);
  const Real z = p(2);
 
  // analytic solution value
  return 4096.*(x-x*x)*(x-x*x)*(y-y*y)*(y-y*y)*(z-z*z)*(z-z*z);
}

References libMesh::Real.

Referenced by main().

forcing_function_1D()

Number forcing_function_1D

(

const Point &

p

)

Definition at line 495 of file adaptivity_ex4.C.

{
  // Equals laplacian(laplacian(u)), u'''' in 1D
  return 256. * 2. * 12.;
}

Referenced by main().

forcing_function_2D()

Number forcing_function_2D

(

const Point &

p

)

Definition at line 560 of file adaptivity_ex4.C.

{
  // x and y coordinates in space
  const Real x = p(0);
  const Real y = p(1);
 
  // Equals laplacian(laplacian(u))
  return 256. * 8. * (3.*((y-y*y)*(y-y*y)+(x-x*x)*(x-x*x))
                      + (1.-6.*x+6.*x*x)*(1.-6.*y+6.*y*y));
}

References libMesh::Real.

Referenced by main().

forcing_function_3D()

Number forcing_function_3D

(

const Point &

p

)

Definition at line 640 of file adaptivity_ex4.C.

{
  // xyz coordinates in space
  const Real x = p(0);
  const Real y = p(1);
  const Real z = p(2);
 
  // Equals laplacian(laplacian(u))
  return 4096. * 8. * (3.*((y-y*y)*(y-y*y)*(x-x*x)*(x-x*x) +
                           (z-z*z)*(z-z*z)*(x-x*x)*(x-x*x) +
                           (z-z*z)*(z-z*z)*(y-y*y)*(y-y*y)) +
                       (1.-6.*x+6.*x*x)*(1.-6.*y+6.*y*y)*(z-z*z)*(z-z*z) +
                       (1.-6.*x+6.*x*x)*(1.-6.*z+6.*z*z)*(y-y*y)*(y-y*y) +
                       (1.-6.*y+6.*y*y)*(1.-6.*z+6.*z*z)*(x-x*x)*(x-x*x));
}

References libMesh::Real.

Referenced by main().

main()

int main	(	int	argc,
		char **	argv
	)

Definition at line 151 of file adaptivity_ex4.C.

{
  // Initialize libMesh.
  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");
 
  // Adaptive constraint calculations for fine Hermite elements seems
  // to require half-decent precision
#ifdef LIBMESH_DEFAULT_SINGLE_PRECISION
  libmesh_example_requires(false, "double precision");
#endif
 
  // This example requires Adaptive Mesh Refinement support
#ifndef LIBMESH_ENABLE_AMR
  libmesh_example_requires(false, "--enable-amr");
#else
 
  // This example requires second derivative calculation support
#ifndef LIBMESH_ENABLE_SECOND_DERIVATIVES
  libmesh_example_requires(false, "--enable-second");
#else
 
  // Parse the input file
  GetPot input_file("adaptivity_ex4.in");
 
  // But allow the command line to override it.
  input_file.parse_command_line(argc, argv);
 
  // Read in parameters from the input file
  const unsigned int max_r_level = input_file("max_r_level", 10);
  const unsigned int max_r_steps = input_file("max_r_steps", 4);
  const std::string approx_type  = input_file("approx_type", "HERMITE");
  const std::string approx_order_string = input_file("approx_order", "THIRD");
  const unsigned int uniform_refine = input_file("uniform_refine", 0);
  const Real refine_percentage = input_file("refine_percentage", 0.5);
  const Real coarsen_percentage = input_file("coarsen_percentage", 0.5);
  const unsigned int dim = input_file("dimension", 2);
  const unsigned int max_linear_iterations = input_file("max_linear_iterations", 10000);
 
  // Skip higher-dimensional examples on a lower-dimensional libMesh build
  libmesh_example_requires(dim <= LIBMESH_DIM, "2D/3D support");
 
  // Currently only the Hermite cubics give a 1D or 3D C^1 basis
  libmesh_assert (dim == 2 || approx_type == "HERMITE");
 
  // Create a mesh, with dimension to be overridden later, on the
  // default MPI communicator.
  Mesh mesh(init.comm());
 
  // Output file for plotting the error
  std::string output_file = "";
 
  if (dim == 1)
    output_file += "1D_";
  else if (dim == 2)
    output_file += "2D_";
  else if (dim == 3)
    output_file += "3D_";
 
  if (approx_type == "HERMITE")
    output_file += "hermite_";
  else if (approx_type == "SECOND")
    output_file += "reducedclough_";
  else
    output_file += "clough_";
 
  if (uniform_refine == 0)
    output_file += "adaptive";
  else
    output_file += "uniform";
 
#ifdef LIBMESH_HAVE_EXODUS_API
  // If we have Exodus, use the same base output filename
  std::string exd_file = output_file;
  exd_file += ".e";
#endif // #ifdef LIBMESH_HAVE_EXODUS_API
 
  output_file += ".m";
 
  std::ofstream out (output_file.c_str());
  out << "% dofs     L2-error     H1-error      H2-error\n"
      << "e = [\n";
 
  // Set up the dimension-dependent coarse mesh and solution
  if (dim == 1)
    {
      MeshTools::Generation::build_line(mesh, 2);
      exact_solution = &exact_1D_solution;
      exact_derivative = &exact_1D_derivative;
      exact_hessian = &exact_1D_hessian;
      forcing_function = &forcing_function_1D;
    }
 
  if (dim == 2)
    {
      MeshTools::Generation::build_square(mesh, 2, 2);
      exact_solution = &exact_2D_solution;
      exact_derivative = &exact_2D_derivative;
      exact_hessian = &exact_2D_hessian;
      forcing_function = &forcing_function_2D;
    }
  else if (dim == 3)
    {
      MeshTools::Generation::build_cube(mesh, 2, 2, 2);
      exact_solution = &exact_3D_solution;
      exact_derivative = &exact_3D_derivative;
      exact_hessian = &exact_3D_hessian;
      forcing_function = &forcing_function_3D;
    }
 
  // Convert the mesh to second order: necessary for computing with
  // Clough-Tocher elements, useful for getting slightly less
  // broken visualization output with Hermite elements
  mesh.all_second_order();
 
  // Convert it to triangles if necessary
  if (approx_type != "HERMITE")
    MeshTools::Modification::all_tri(mesh);
 
  // Mesh Refinement object
  MeshRefinement mesh_refinement(mesh);
  mesh_refinement.refine_fraction() = refine_percentage;
  mesh_refinement.coarsen_fraction() = coarsen_percentage;
  mesh_refinement.max_h_level() = max_r_level;
 
  // Create an equation systems object.
  EquationSystems equation_systems (mesh);
 
  // Declare the system and its variables.
  // Create a system named "Biharmonic"
  LinearImplicitSystem & system =
    equation_systems.add_system<LinearImplicitSystem> ("Biharmonic");
 
  Order approx_order = approx_type == "SECOND" ? SECOND :
    Utility::string_to_enum<Order>(approx_order_string);
 
  // Adds the variable "u" to "Biharmonic".  "u" will be approximated
  // using Hermite tensor product squares or Clough-Tocher triangles
 
  if (approx_type == "HERMITE")
    system.add_variable("u", approx_order, HERMITE);
  else if (approx_type == "SECOND")
    system.add_variable("u", SECOND, CLOUGH);
  else if (approx_type == "CLOUGH")
    system.add_variable("u", approx_order, CLOUGH);
  else
    libmesh_error_msg("Invalid approx_type = " << approx_type);
 
  // Give the system a pointer to the matrix assembly
  // function.
  system.attach_assemble_function (assemble_biharmonic);
 
  // Initialize the data structures for the equation system.
  equation_systems.init();
 
  // Set linear solver max iterations
  equation_systems.parameters.set<unsigned int>
    ("linear solver maximum iterations") = max_linear_iterations;
 
  // Linear solver tolerance.
  equation_systems.parameters.set<Real>
    ("linear solver tolerance") = TOLERANCE * TOLERANCE;
 
  // Prints information about the system to the screen.
  equation_systems.print_info();
 
  // Construct ExactSolution object and attach function to compute exact solution
  ExactSolution exact_sol(equation_systems);
  exact_sol.attach_exact_value(exact_solution);
  exact_sol.attach_exact_deriv(exact_derivative);
  exact_sol.attach_exact_hessian(exact_hessian);
 
  // Construct zero solution object, useful for computing solution norms
  // Attaching "zero_solution" functions is unnecessary
  ExactSolution zero_sol(equation_systems);
 
  // A refinement loop.
  for (unsigned int r_step=0; r_step<max_r_steps; r_step++)
    {
      mesh.print_info();
      equation_systems.print_info();
 
      libMesh::out << "Beginning Solve " << r_step << std::endl;
 
      // Solve the system "Biharmonic", just like example 2.
      system.solve();
 
      libMesh::out << "Linear solver converged at step: "
                   << system.n_linear_iterations()
                   << ", final residual: "
                   << system.final_linear_residual()
                   << std::endl;
 
      // Compute the error.
      exact_sol.compute_error("Biharmonic", "u");
      // Compute the norm.
      zero_sol.compute_error("Biharmonic", "u");
 
      // Print out the error values
      libMesh::out << "L2-Norm is: "
                   << zero_sol.l2_error("Biharmonic", "u")
                   << std::endl;
      libMesh::out << "H1-Norm is: "
                   << zero_sol.h1_error("Biharmonic", "u")
                   << std::endl;
      libMesh::out << "H2-Norm is: "
                   << zero_sol.h2_error("Biharmonic", "u")
                   << std::endl
                   << std::endl;
      libMesh::out << "L2-Error is: "
                   << exact_sol.l2_error("Biharmonic", "u")
                   << std::endl;
      libMesh::out << "H1-Error is: "
                   << exact_sol.h1_error("Biharmonic", "u")
                   << std::endl;
      libMesh::out << "H2-Error is: "
                   << exact_sol.h2_error("Biharmonic", "u")
                   << std::endl
                   << std::endl;
 
      // Print to output file
      out << equation_systems.n_active_dofs() << " "
          << exact_sol.l2_error("Biharmonic", "u") << " "
          << exact_sol.h1_error("Biharmonic", "u") << " "
          << exact_sol.h2_error("Biharmonic", "u") << std::endl;
 
      // Possibly refine the mesh
      if (r_step+1 != max_r_steps)
        {
          libMesh::out << "  Refining the mesh..." << std::endl;
 
          if (uniform_refine == 0)
            {
              ErrorVector error;
              LaplacianErrorEstimator error_estimator;
 
              // This is another subclass of JumpErrorEstimator, based
              // on measuring discontinuities across sides between
              // elements, and we can tell it to use a cheaper
              // "unweighted" quadrature rule when numerically
              // integrating those discontinuities.
              error_estimator.use_unweighted_quadrature_rules = true;
 
              error_estimator.estimate_error(system, error);
              mesh_refinement.flag_elements_by_elem_fraction (error);
 
              libMesh::out << "Mean Error: " << error.mean() << std::endl;
              libMesh::out << "Error Variance: " << error.variance() << std::endl;
 
              mesh_refinement.refine_and_coarsen_elements();
            }
          else
            {
              mesh_refinement.uniformly_refine(1);
            }
 
          // This call reinitializes the EquationSystems object for
          // the newly refined mesh.  One of the steps in the
          // reinitialization is projecting the solution,
          // old_solution, etc... vectors from the old mesh to
          // the current one.
          equation_systems.reinit ();
        }
    }
 
#ifdef LIBMESH_HAVE_EXODUS_API
  // After solving the system write the solution
  // to a ExodusII-formatted plot file.
  ExodusII_IO (mesh).write_equation_systems (exd_file,
                                             equation_systems);
#endif // #ifdef LIBMESH_HAVE_EXODUS_API
 
  // Close up the output file.
  out << "];\n"
      << "hold on\n"
      << "loglog(e(:,1), e(:,2), 'bo-');\n"
      << "loglog(e(:,1), e(:,3), 'ro-');\n"
      << "loglog(e(:,1), e(:,4), 'go-');\n"
      << "xlabel('log(dofs)');\n"
      << "ylabel('log(error)');\n"
      << "title('C1 " << approx_type << " elements');\n"
      << "legend('L2-error', 'H1-error', 'H2-error');\n";
 
  // All done.
  return 0;
#endif // #ifndef LIBMESH_ENABLE_SECOND_DERIVATIVES
#endif // #ifndef LIBMESH_ENABLE_AMR
}

References libMesh::EquationSystems::add_system(), libMesh::System::add_variable(), libMesh::MeshBase::all_second_order(), libMesh::MeshTools::Modification::all_tri(), assemble_biharmonic(), libMesh::System::attach_assemble_function(), libMesh::ExactSolution::attach_exact_deriv(), libMesh::ExactSolution::attach_exact_hessian(), libMesh::ExactSolution::attach_exact_value(), libMesh::MeshTools::Generation::build_cube(), libMesh::MeshTools::Generation::build_line(), libMesh::MeshTools::Generation::build_square(), libMesh::CLOUGH, libMesh::MeshRefinement::coarsen_fraction(), libMesh::ExactSolution::compute_error(), libMesh::default_solver_package(), dim, libMesh::JumpErrorEstimator::estimate_error(), exact_1D_derivative(), exact_1D_hessian(), exact_1D_solution(), exact_2D_derivative(), exact_2D_hessian(), exact_2D_solution(), exact_3D_derivative(), exact_3D_hessian(), exact_3D_solution(), exact_derivative, exact_hessian, exact_solution, libMesh::LinearImplicitSystem::final_linear_residual(), libMesh::MeshRefinement::flag_elements_by_elem_fraction(), forcing_function, forcing_function_1D(), forcing_function_2D(), forcing_function_3D(), libMesh::ExactSolution::h1_error(), libMesh::ExactSolution::h2_error(), libMesh::HERMITE, libMesh::TriangleWrapper::init(), libMesh::EquationSystems::init(), libMesh::INVALID_SOLVER_PACKAGE, libMesh::ExactSolution::l2_error(), libMesh::libmesh_assert(), libMesh::MeshRefinement::max_h_level(), libMesh::ErrorVector::mean(), mesh, libMesh::EquationSystems::n_active_dofs(), libMesh::LinearImplicitSystem::n_linear_iterations(), libMesh::out, libMesh::EquationSystems::parameters, libMesh::EquationSystems::print_info(), libMesh::MeshBase::print_info(), libMesh::Real, libMesh::MeshRefinement::refine_and_coarsen_elements(), libMesh::MeshRefinement::refine_fraction(), libMesh::EquationSystems::reinit(), libMesh::SECOND, libMesh::Parameters::set(), libMesh::LinearImplicitSystem::solve(), libMesh::TOLERANCE, libMesh::MeshRefinement::uniformly_refine(), libMesh::JumpErrorEstimator::use_unweighted_quadrature_rules, libMesh::ErrorVector::variance(), and libMesh::MeshOutput< MT >::write_equation_systems().

Variable Documentation

exact_derivative

Gradient exact_derivative

Definition at line 137 of file adaptivity_ex4.C.

Referenced by main().

exact_hessian

Tensor(* exact_hessian) (const Point &p, const Parameters &, const std::string &, const std::string &)

Definition at line 142 of file adaptivity_ex4.C.

Referenced by main().

exact_solution

Number exact_solution

Definition at line 132 of file adaptivity_ex4.C.

Referenced by assemble_biharmonic(), main(), and LaplaceSystem::side_constraint().

forcing_function

Number(* forcing_function) (const Point &p)

Definition at line 147 of file adaptivity_ex4.C.

Referenced by assemble_biharmonic(), and main().