eigenproblems_ex2.C

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// The libMesh Finite Element Library.
// Copyright (C) 2002-2026 Benjamin S. Kirk, John W. Peterson, Roy H. Stogner
 
// This library is free software; you can redistribute it and/or
// modify it under the terms of the GNU Lesser General Public
// License as published by the Free Software Foundation; either
// version 2.1 of the License, or (at your option) any later version.
 
// This library is distributed in the hope that it will be useful,
// but WITHOUT ANY WARRANTY; without even the implied warranty of
// MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the GNU
// Lesser General Public License for more details.
 
// You should have received a copy of the GNU Lesser General Public
// License along with this library; if not, write to the Free Software
// Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA  02111-1307  USA
 
 
 
// <h1>Eigenproblems Example 2 - Solving a generalized Eigen Problem</h1>
// \author Steffen Petersen
// \date 2006
//
// This example shows how the previous EigenSolver example
// can be adapted to solve generalized eigenvalue problems.
//
// For solving eigen problems, libMesh interfaces
// SLEPc (www.grycap.upv.es/slepc/) which again is based on PETSc.
// Hence, this example will only work if the library is compiled
// with SLEPc support enabled.
//
// In this example some eigenvalues for a generalized symmetric
// eigenvalue problem A*x=lambda*B*x are computed, where the
// matrices A and B are assembled according to stiffness and
// mass matrix, respectively.
 
// libMesh include files.
#include "libmesh/libmesh.h"
#include "libmesh/mesh.h"
#include "libmesh/mesh_generation.h"
#include "libmesh/exodusII_io.h"
#include "libmesh/eigen_system.h"
#include "libmesh/equation_systems.h"
#include "libmesh/slepc_eigen_solver.h"
#include "libmesh/fe.h"
#include "libmesh/quadrature_gauss.h"
#include "libmesh/dense_matrix.h"
#include "libmesh/sparse_matrix.h"
#include "libmesh/numeric_vector.h"
#include "libmesh/dof_map.h"
#include "libmesh/enum_eigen_solver_type.h"
#include "libmesh/getpot.h"
 
// Bring in everything from the libMesh namespace
using namespace libMesh;
 
 
// Function prototype.  This is the function that will assemble
// the eigen system. Here, we will simply assemble a mass matrix.
void assemble_mass(EquationSystems & es,
                   const std::string & system_name);
 
 
 
int main (int argc, char ** argv)
{
  // Initialize libMesh and the dependent libraries.
  LibMeshInit init (argc, argv);
 
  // This example is designed for the SLEPc eigen solver interface.
#ifndef LIBMESH_HAVE_SLEPC
  if (init.comm().rank() == 0)
    libMesh::err << "ERROR: This example requires libMesh to be\n"
                 << "compiled with SLEPc eigen solvers support!"
                 << std::endl;
 
  return 0;
#else
 
#ifdef LIBMESH_DEFAULT_SINGLE_PRECISION
  // SLEPc currently gives us a nasty crash with Real==float
  libmesh_example_requires(false, "--disable-singleprecision");
#endif
 
  // Check for proper usage.
  libmesh_error_msg_if(argc < 3, "\nUsage: " << argv[0] << " -n <number of eigen values>");
 
  // Tell the user what we are doing.
  libMesh::out << "Running " << argv[0];
 
  for (int i=1; i<argc; i++)
    libMesh::out << " " << argv[i];
 
  libMesh::out << std::endl << std::endl;
 
  // Get the number of eigen values to be computed from "-n", and
  // possibly the mesh size from -nx and -ny
 
  const int nev = libMesh::command_line_next("-n", 5),
            nx = libMesh::command_line_next("-nx", 20),
            ny = libMesh::command_line_next("-ny", 20);
 
 
  // Skip this 2D example if libMesh was compiled as 1D-only.
  libmesh_example_requires(2 <= LIBMESH_DIM, "2D support");
 
  // Create a mesh, with dimension to be overridden later, on the
  // default MPI communicator.
  Mesh mesh(init.comm());
 
  // Use the internal mesh generator to create a uniform
  // 2D grid on a square.
  MeshTools::Generation::build_square (mesh,
                                       nx, ny,
                                       -1., 1.,
                                       -1., 1.,
                                       QUAD4);
 
  // Print information about the mesh to the screen.
  mesh.print_info();
 
  // Create an equation systems object.
  EquationSystems equation_systems (mesh);
 
  // Create a EigenSystem named "Eigensystem" and (for convenience)
  // use a reference to the system we create.
  EigenSystem & eigen_system =
    equation_systems.add_system<EigenSystem> ("Eigensystem");
 
  // Declare the system variables.
  // Adds the variable "p" to "Eigensystem".   "p"
  // will be approximated using second-order approximation.
  eigen_system.add_variable("p", FIRST);
 
  // Give the system a pointer to the matrix assembly
  // function defined below.
  eigen_system.attach_assemble_function (assemble_mass);
 
  // Set necessary parameters used in EigenSystem::solve(),
  // i.e. the number of requested eigenpairs nev and the number
  // of basis vectors ncv used in the solution algorithm. Note that
  // ncv >= nev must hold and ncv >= 2*nev is recommended.
  equation_systems.parameters.set<unsigned int>("eigenpairs")    = nev;
  equation_systems.parameters.set<unsigned int>("basis vectors") = nev*3;
 
  // You may optionally change the default eigensolver used by SLEPc.
  // The Krylov-Schur method is mathematically equivalent to implicitly
  // restarted Arnoldi, the method of Arpack, so there is currently no
  // point in using SLEPc with Arpack.
  // ARNOLDI     = default in SLEPc 2.3.1 and earlier
  // KRYLOVSCHUR default in SLEPc 2.3.2 and later
  // eigen_system.get_eigen_solver().set_eigensolver_type(KRYLOVSCHUR);
 
  // Set the solver tolerance and the maximum number of iterations.
  equation_systems.parameters.set<Real>("linear solver tolerance") = pow(TOLERANCE, 5./3.);
  equation_systems.parameters.set<unsigned int>("linear solver maximum iterations") = 1000;
 
  // Set the type of the problem, here we deal with
  // a generalized Hermitian problem.
  eigen_system.set_eigenproblem_type(GHEP);
 
  // Set the eigenvalues to be computed. Note that not
  // all solvers in SLEPc support this capability.
  eigen_system.get_eigen_solver().set_position_of_spectrum(2.3);
 
  // Initialize the data structures for the equation system.
  equation_systems.init();
 
  // Prints information about the system to the screen.
  equation_systems.print_info();
 
#if SLEPC_VERSION_LESS_THAN(3,1,0)
  libmesh_error_msg("SLEPc 3.1 is required to call EigenSolver::set_initial_space()");
#else
  // Get the SLEPc solver object and set initial guess for one basis vector
  // this has to be done _after_ the EquationSystems object is initialized
  EigenSolver<Number> & slepc_eps = eigen_system.get_eigen_solver();
  NumericVector<Number> & initial_space = eigen_system.add_vector("initial_space");
  initial_space.add(1.0);
  slepc_eps.set_initial_space(initial_space);
#endif
 
  // Solve the system "Eigensystem".
  eigen_system.solve();
 
  // Get the number of converged eigen pairs.
  unsigned int nconv = eigen_system.get_n_converged();
 
  libMesh::out << "Number of converged eigenpairs: "
               << nconv
               << "\n"
               << std::endl;
 
  // Get the last converged eigenpair
  if (nconv != 0)
    {
      eigen_system.get_eigenpair(nconv-1);
 
#ifdef LIBMESH_HAVE_EXODUS_API
      // Write the eigen vector to file.
      ExodusII_IO (mesh).write_equation_systems ("out.e", equation_systems);
#endif // #ifdef LIBMESH_HAVE_EXODUS_API
    }
  else
    {
      libMesh::out << "WARNING: Solver did not converge!\n" << nconv << std::endl;
    }
 
#endif // LIBMESH_HAVE_SLEPC
 
  // All done.
  return 0;
}
 
 
 
void assemble_mass(EquationSystems & es,
                   const std::string & libmesh_dbg_var(system_name))
{
 
  // It is a good idea to make sure we are assembling
  // the proper system.
  libmesh_assert_equal_to (system_name, "Eigensystem");
 
#ifdef LIBMESH_HAVE_SLEPC
 
  // 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 our system.
  EigenSystem & eigen_system = es.get_system<EigenSystem> ("Eigensystem");
 
  // Get a constant reference to the Finite Element type
  // for the first (and only) variable in the system.
  FEType fe_type = eigen_system.get_dof_map().variable_type(0);
 
  // A reference to the two system matrices
  SparseMatrix<Number> & matrix_A = eigen_system.get_matrix_A();
  SparseMatrix<Number> & matrix_B = eigen_system.get_matrix_B();
 
  // 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));
 
  // A  Gauss quadrature rule for numerical integration.
  // Use the default quadrature order.
  QGauss qrule (dim, fe_type.default_quadrature_order());
 
  // Tell the finite element object to use our quadrature rule.
  fe->attach_quadrature_rule (&qrule);
 
  // The element Jacobian * quadrature weight at each integration point.
  const std::vector<Real> & JxW = fe->get_JxW();
 
  // The element shape functions evaluated at the quadrature points.
  const std::vector<std::vector<Real>> & phi = fe->get_phi();
 
  // The element shape function gradients evaluated at the quadrature
  // points.
  const std::vector<std::vector<RealGradient>> & dphi = fe->get_dphi();
 
  // 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.
  const DofMap & dof_map = eigen_system.get_dof_map();
 
  // The element mass and stiffness matrices.
  DenseMatrix<Number> Me;
  DenseMatrix<Number> Ke;
 
  // 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 that
  // live on the local processor. We will compute the element
  // matrix and right-hand-side contribution.  In case users
  // later modify this program to include refinement, we will
  // be safe and will only consider the active elements;
  // hence we use a variant of the active_elem_iterator.
  for (const auto & elem : mesh.active_local_element_ptr_range())
    {
      // 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);
 
      // Zero the element matrices before
      // summing them.  We use the resize member here because
      // the number of degrees of freedom might have changed from
      // the last element.  Note that this will be the case if the
      // element type is different (i.e. the last element was a
      // triangle, now we are on a quadrilateral).
      const unsigned int n_dofs =
        cast_int<unsigned int>(dof_indices.size());
      Ke.resize (n_dofs, n_dofs);
      Me.resize (n_dofs, n_dofs);
 
      // Now loop over the quadrature points.  This handles
      // the numeric integration.
      //
      // We will build the element matrix.  This involves
      // a double loop to integrate the test functions (i) against
      // the trial functions (j).
      for (unsigned int qp=0; qp<qrule.n_points(); qp++)
        for (unsigned int i=0; i<n_dofs; i++)
          for (unsigned int j=0; j<n_dofs; j++)
            {
              Me(i,j) += JxW[qp]*phi[i][qp]*phi[j][qp];
              Ke(i,j) += JxW[qp]*(dphi[i][qp]*dphi[j][qp]);
            }
 
      // On an unrefined mesh, constrain_element_matrix does
      // nothing.  If this assembly function is ever repurposed to
      // run on a refined mesh, getting the hanging node constraints
      // right will be important.  Note that, even with
      // asymmetric_constraint_rows = false, the constrained dof
      // diagonals still exist in the matrix, with diagonal entries
      // that are there to ensure non-singular matrices for linear
      // solves but which would generate positive non-physical
      // eigenvalues for eigensolves.
      // dof_map.constrain_element_matrix(Ke, dof_indices, false);
      // dof_map.constrain_element_matrix(Me, dof_indices, false);
 
      // Finally, simply add the element contribution to the
      // overall matrices A and B.
      matrix_A.add_matrix (Ke, dof_indices);
      matrix_B.add_matrix (Me, dof_indices);
    } // end of element loop
 
 
#else
  // Avoid compiler warnings
  libmesh_ignore(es);
#endif // LIBMESH_HAVE_SLEPC
}