nurbs_ex10p.cpp

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//                       MFEM Example 10 - Parallel NURBS Version
//
// Compile with: make nurbs_ex10p
//
// Sample runs:
//    mpirun -np 4 nurbs_ex10p -m ../../data/beam-quad-nurbs.mesh -s 23 -rs 2 -dt 3
//
// Description:  This examples solves a time dependent nonlinear elasticity
//               problem of the form dv/dt = H(x) + S v, dx/dt = v, where H is a
//               hyperelastic model and S is a viscosity operator of Laplacian
//               type. The geometry of the domain is assumed to be as follows:
//
//                                 +---------------------+
//                    boundary --->|                     |
//                    attribute 1  |                     |
//                    (fixed)      +---------------------+
//
//               The example demonstrates the use of nonlinear operators (the
//               class HyperelasticOperator defining H(x)), as well as their
//               implicit time integration using a Newton method for solving an
//               associated reduced backward-Euler type nonlinear equation
//               (class ReducedSystemOperator). Each Newton step requires the
//               inversion of a Jacobian matrix, which is done through a
//               (preconditioned) inner solver. Note that implementing the
//               method HyperelasticOperator::ImplicitSolve is the only
//               requirement for high-order implicit (SDIRK) time integration.
//
//               We recommend viewing examples 2 and 9 before viewing this
//               example.
 
#include "mfem.hpp"
#include <memory>
#include <iostream>
#include <fstream>
 
using namespace std;
using namespace mfem;
 
class ReducedSystemOperator;
 
/** After spatial discretization, the hyperelastic model can be written as a
 *  system of ODEs:
 *     dv/dt = -M^{-1}*(H(x) + S*v)
 *     dx/dt = v,
 *  where x is the vector representing the deformation, v is the velocity field,
 *  M is the mass matrix, S is the viscosity matrix, and H(x) is the nonlinear
 *  hyperelastic operator.
 *
 *  Class HyperelasticOperator represents the right-hand side of the above
 *  system of ODEs. */
class HyperelasticOperator : public TimeDependentOperator
{
protected:
   ParFiniteElementSpace &fespace;
   Array<int> ess_tdof_list;
 
   ParBilinearForm M, S;
   ParNonlinearForm H;
   real_t viscosity;
   HyperelasticModel *model;
 
   HypreParMatrix *Mmat; // Mass matrix from ParallelAssemble()
   CGSolver M_solver;    // Krylov solver for inverting the mass matrix M
   HypreSmoother M_prec; // Preconditioner for the mass matrix M
 
   /** Nonlinear operator defining the reduced backward Euler equation for the
       velocity. Used in the implementation of method ImplicitSolve. */
   ReducedSystemOperator *reduced_oper;
 
   /// Newton solver for the reduced backward Euler equation
   NewtonSolver newton_solver;
 
   /// Solver for the Jacobian solve in the Newton method
   Solver *J_solver;
   /// Preconditioner for the Jacobian solve in the Newton method
   Solver *J_prec;
 
   mutable Vector z; // auxiliary vector
 
public:
   HyperelasticOperator(ParFiniteElementSpace &f, Array<int> &ess_bdr,
                        real_t visc, real_t mu, real_t K);
 
   /// Compute the right-hand side of the ODE system.
   void Mult(const Vector &vx, Vector &dvx_dt) const override;
   /** Solve the Backward-Euler equation: k = f(x + dt*k, t), for the unknown k.
       This is the only requirement for high-order SDIRK implicit integration.*/
   void ImplicitSolve(const real_t dt, const Vector &x, Vector &k) override;
 
   real_t ElasticEnergy(const ParGridFunction &x) const;
   real_t KineticEnergy(const ParGridFunction &v) const;
   void GetElasticEnergyDensity(const ParGridFunction &x,
                                ParGridFunction &w,
                                ProjectType proj_type) const;
 
   ~HyperelasticOperator() override;
};
 
/** Nonlinear operator of the form:
    k --> (M + dt*S)*k + H(x + dt*v + dt^2*k) + S*v,
    where M and S are given BilinearForms, H is a given NonlinearForm, v and x
    are given vectors, and dt is a scalar. */
class ReducedSystemOperator : public Operator
{
private:
   ParBilinearForm *M, *S;
   ParNonlinearForm *H;
   mutable HypreParMatrix *Jacobian;
   real_t dt;
   const Vector *v, *x;
   mutable Vector w, z;
   const Array<int> &ess_tdof_list;
 
public:
   ReducedSystemOperator(ParBilinearForm *M_, ParBilinearForm *S_,
                         ParNonlinearForm *H_, const Array<int> &ess_tdof_list);
 
   /// Set current dt, v, x values - needed to compute action and Jacobian.
   void SetParameters(real_t dt_, const Vector *v_, const Vector *x_);
 
   /// Compute y = H(x + dt (v + dt k)) + M k + S (v + dt k).
   void Mult(const Vector &k, Vector &y) const override;
 
   /// Compute J = M + dt S + dt^2 grad_H(x + dt (v + dt k)).
   Operator &GetGradient(const Vector &k) const override;
 
   ~ReducedSystemOperator() override;
};
 
 
/** Function representing the elastic energy density for the given hyperelastic
    model+deformation. Used in HyperelasticOperator::GetElasticEnergyDensity. */
class ElasticEnergyCoefficient : public Coefficient
{
private:
   HyperelasticModel     &model;
   const ParGridFunction &x;
   DenseMatrix            J;
 
public:
   ElasticEnergyCoefficient(HyperelasticModel &m, const ParGridFunction &x_)
      : model(m), x(x_) { }
   real_t Eval(ElementTransformation &T, const IntegrationPoint &ip) override;
   ~ElasticEnergyCoefficient() override { }
};
 
void InitialDeformation(const Vector &x, Vector &y);
 
void InitialVelocity(const Vector &x, Vector &v);
 
void visualize(ostream &os, ParMesh *mesh,
               ParGridFunction *deformed_nodes,
               ParGridFunction *field, const char *field_name = NULL,
               bool init_vis = false);
 
 
int main(int argc, char *argv[])
{
   // 1. Initialize MPI and HYPRE.
   Mpi::Init(argc, argv);
   int myid = Mpi::WorldRank();
   Hypre::Init();
 
   // 2. Parse command-line options.
   const char *mesh_file = "../../data/beam-quad-nurbs.mesh";
   int ser_ref_levels = 2;
   int par_ref_levels = 0;
   int order = 2;
   int ode_solver_type = 23;
   real_t t_final = 1.0;
   real_t dt = 0.1;
   real_t visc = 1e-2;
   real_t mu = 0.25;
   real_t K = 5.0;
   int proj_type_int = 0;
   bool adaptive_lin_rtol = true;
   bool visualization = true;
   int vis_steps = 1;
 
   OptionsParser args(argc, argv);
   args.AddOption(&mesh_file, "-m", "--mesh",
                  "Mesh file to use.");
   args.AddOption(&ser_ref_levels, "-rs", "--refine-serial",
                  "Number of times to refine the mesh uniformly in serial.");
   args.AddOption(&par_ref_levels, "-rp", "--refine-parallel",
                  "Number of times to refine the mesh uniformly in parallel.");
   args.AddOption(&order, "-o", "--order",
                  "Order (degree) of the finite elements.");
   args.AddOption(&ode_solver_type, "-s", "--ode-solver",
                  ODESolver::Types.c_str());
   args.AddOption(&t_final, "-tf", "--t-final",
                  "Final time; start time is 0.");
   args.AddOption(&dt, "-dt", "--time-step",
                  "Time step.");
   args.AddOption(&visc, "-v", "--viscosity",
                  "Viscosity coefficient.");
   args.AddOption(&mu, "-mu", "--shear-modulus",
                  "Shear modulus in the Neo-Hookean hyperelastic model.");
   args.AddOption(&K, "-K", "--bulk-modulus",
                  "Bulk modulus in the Neo-Hookean hyperelastic model.");
   args.AddOption(&proj_type_int, "-proj", "--projection",
                  "Projection type:\n."
                  " 0 = DEFAULT: ELEMENTL2 for NURBS elements, ELEMENT else.\n"
                  " 1 = ELEMENT: As defined in the respective element.\n"
                  " 2 = GLOBALL2: Global L2 projection.\n"
                  " 3 = ELEMENTL2: Element L2 projection.");
   args.AddOption(&adaptive_lin_rtol, "-alrtol", "--adaptive-lin-rtol",
                  "-no-alrtol", "--no-adaptive-lin-rtol",
                  "Enable or disable adaptive linear solver rtol.");
   args.AddOption(&visualization, "-vis", "--visualization", "-no-vis",
                  "--no-visualization",
                  "Enable or disable GLVis visualization.");
   args.AddOption(&vis_steps, "-vs", "--visualization-steps",
                  "Visualize every n-th timestep.");
   args.Parse();
   if (!args.Good())
   {
      if (myid == 0)
      {
         args.PrintUsage(cout);
      }
      return 1;
   }
   if (myid == 0)
   {
      args.PrintOptions(cout);
   }
   ProjectType proj_type = static_cast<ProjectType>(proj_type_int);
 
   // 3. Read the serial mesh from the given mesh file on all processors. We can
   //    handle triangular, quadrilateral, tetrahedral and hexahedral meshes
   //    with the same code.
   Mesh *mesh = new Mesh(mesh_file, 1, 1);
   int dim = mesh->Dimension();
 
   // 4. Define the ODE solver used for time integration. Several implicit
   //    singly diagonal implicit Runge-Kutta (SDIRK) methods, as well as
   //    explicit Runge-Kutta methods are available.
   unique_ptr<ODESolver> ode_solver = ODESolver::Select(ode_solver_type);
 
   // 5. Refine the mesh in serial to increase the resolution. In this example
   //    we do 'ser_ref_levels' of uniform refinement, where 'ser_ref_levels' is
   //    a command-line parameter.
   for (int lev = 0; lev < ser_ref_levels; lev++)
   {
      mesh->UniformRefinement();
   }
 
   // 6. Define a parallel mesh by a partitioning of the serial mesh. Refine
   //    this mesh further in parallel to increase the resolution. Once the
   //    parallel mesh is defined, the serial mesh can be deleted.
   ParMesh *pmesh = new ParMesh(MPI_COMM_WORLD, *mesh);
   delete mesh;
   for (int lev = 0; lev < par_ref_levels; lev++)
   {
      pmesh->UniformRefinement();
   }
 
   // 7. Define the parallel vector finite element spaces representing the mesh
   //    deformation x_gf, the velocity v_gf, and the initial configuration,
   //    x_ref. Define also the elastic energy density, w_gf, which is in a
   //    discontinuous higher-order space. Since x and v are integrated in time
   //    as a system, we group them together in block vector vx, on the unique
   //    parallel degrees of freedom, with offsets given by array true_offset.
   FiniteElementCollection *fec = nullptr;
   NURBSExtension *NURBSext = nullptr;
   if (pmesh->NURBSext)
   {
      NURBSext = new NURBSExtension(pmesh->NURBSext, order);
      fec = new NURBSFECollection(order);
      if (myid == 0) { cout << "Using NURBS FEs: " << fec->Name() << endl; }
   }
   else
   {
      fec = new H1_FECollection(order, dim);
      if (myid == 0) { cout << "Using H1 FEs: " << fec->Name() << endl; }
   }
   ParFiniteElementSpace fespace(pmesh, NURBSext, fec, dim);
 
   HYPRE_BigInt glob_size = fespace.GlobalTrueVSize();
   if (myid == 0)
   {
      cout << "Number of velocity/deformation unknowns: " << glob_size << endl;
   }
   int true_size = fespace.TrueVSize();
   Array<int> true_offset(3);
   true_offset[0] = 0;
   true_offset[1] = true_size;
   true_offset[2] = 2*true_size;
 
   BlockVector vx(true_offset);
   ParGridFunction v_gf, x_gf;
   v_gf.MakeTRef(&fespace, vx, true_offset[0]);
   x_gf.MakeTRef(&fespace, vx, true_offset[1]);
 
   ParGridFunction x_ref(&fespace);
   pmesh->GetNodes(x_ref);
 
   L2_FECollection w_fec(order + 1, dim);
   ParFiniteElementSpace w_fespace(pmesh, &w_fec);
   ParGridFunction w_gf(&w_fespace);
 
   // 8. Set the initial conditions for v_gf, x_gf and vx, and define the
   //    boundary conditions on a beam-like mesh (see description above).
   VectorFunctionCoefficient velo(dim, InitialVelocity);
   v_gf.ProjectCoefficient(velo, proj_type);
   v_gf.SetTrueVector();
   VectorFunctionCoefficient deform(dim, InitialDeformation);
   x_gf.ProjectCoefficient(deform, proj_type);
   x_gf.SetTrueVector();
 
   v_gf.SetFromTrueVector(); x_gf.SetFromTrueVector();
 
   Array<int> ess_bdr(fespace.GetMesh()->bdr_attributes.Max());
   ess_bdr = 0;
   ess_bdr[0] = 1; // boundary attribute 1 (index 0) is fixed
 
   // 9. Initialize the hyperelastic operator, the GLVis visualization and print
   //    the initial energies.
   HyperelasticOperator oper(fespace, ess_bdr, visc, mu, K);
 
   socketstream vis_v, vis_w;
   if (visualization)
   {
      char vishost[] = "localhost";
      int  visport   = 19916;
      vis_v.open(vishost, visport);
      vis_v.precision(8);
      visualize(vis_v, pmesh, &x_gf, &v_gf, "Velocity", true);
      // Make sure all ranks have sent their 'v' solution before initiating
      // another set of GLVis connections (one from each rank):
      MPI_Barrier(pmesh->GetComm());
      vis_w.open(vishost, visport);
      if (vis_w)
      {
         oper.GetElasticEnergyDensity(x_gf, w_gf, proj_type);
         vis_w.precision(8);
         visualize(vis_w, pmesh, &x_gf, &w_gf, "Elastic energy density", true);
      }
      if (myid == 0)
      {
         cout << "GLVis visualization paused."
              << " Press space (in the GLVis window) to resume it.\n";
      }
   }
 
   real_t ee0 = oper.ElasticEnergy(x_gf);
   real_t ke0 = oper.KineticEnergy(v_gf);
   if (myid == 0)
   {
      cout << "initial elastic energy (EE) = " << ee0 << endl;
      cout << "initial kinetic energy (KE) = " << ke0 << endl;
      cout << "initial   total energy (TE) = " << (ee0 + ke0) << endl;
   }
 
   real_t t = 0.0;
   oper.SetTime(t);
   ode_solver->Init(oper);
 
   // 10. Perform time-integration
   //     (looping over the time iterations, ti, with a time-step dt).
   bool last_step = false;
   for (int ti = 1; !last_step; ti++)
   {
      real_t dt_real = min(dt, t_final - t);
 
      ode_solver->Step(vx, t, dt_real);
 
      last_step = (t >= t_final - 1e-8*dt);
 
      if (last_step || (ti % vis_steps) == 0)
      {
         v_gf.SetFromTrueVector(); x_gf.SetFromTrueVector();
 
         real_t ee = oper.ElasticEnergy(x_gf);
         real_t ke = oper.KineticEnergy(v_gf);
 
         if (myid == 0)
         {
            cout << "step " << ti << ", t = " << t << ", EE = " << ee
                 << ", KE = " << ke << ", ΔTE = " << (ee+ke)-(ee0+ke0) << endl;
         }
 
         if (visualization)
         {
            visualize(vis_v, pmesh, &x_gf, &v_gf);
            if (vis_w)
            {
               oper.GetElasticEnergyDensity(x_gf, w_gf, proj_type);
               visualize(vis_w, pmesh, &x_gf, &w_gf);
            }
         }
      }
   }
 
   // 11. Save the displaced mesh, the velocity and elastic energy.
   {
      v_gf.SetFromTrueVector(); x_gf.SetFromTrueVector();
      GridFunction *nodes = &x_gf;
      int owns_nodes = 0;
      pmesh->SwapNodes(nodes, owns_nodes);
 
      ostringstream mesh_name, velo_name, ee_name;
      mesh_name << "deformed." << setfill('0') << setw(6) << myid;
      velo_name << "velocity." << setfill('0') << setw(6) << myid;
      ee_name << "elastic_energy." << setfill('0') << setw(6) << myid;
 
      ofstream mesh_ofs(mesh_name.str().c_str());
      mesh_ofs.precision(8);
      pmesh->Print(mesh_ofs);
      pmesh->SwapNodes(nodes, owns_nodes);
      ofstream velo_ofs(velo_name.str().c_str());
      velo_ofs.precision(8);
      v_gf.Save(velo_ofs);
      ofstream ee_ofs(ee_name.str().c_str());
      ee_ofs.precision(8);
      oper.GetElasticEnergyDensity(x_gf, w_gf, proj_type);
      w_gf.Save(ee_ofs);
   }
 
   // 12. Free the used memory.
   delete fec;
   delete pmesh;
 
   return 0;
}
 
void visualize(ostream &os, ParMesh *mesh,
               ParGridFunction *deformed_nodes,
               ParGridFunction *field, const char *field_name, bool init_vis)
{
   if (!os)
   {
      return;
   }
 
   GridFunction *nodes = deformed_nodes;
   int owns_nodes = 0;
 
   mesh->SwapNodes(nodes, owns_nodes);
 
   os << "parallel " << mesh->GetNRanks()
      << " " << mesh->GetMyRank() << "\n";
   os << "solution\n" << *mesh << *field;
 
   mesh->SwapNodes(nodes, owns_nodes);
 
   if (init_vis)
   {
      os << "window_size 800 800\n";
      os << "window_title '" << field_name << "'\n";
      if (mesh->SpaceDimension() == 2)
      {
         os << "view 0 0\n"; // view from top
         os << "keys jl\n";  // turn off perspective and light
      }
      os << "keys cm\n";         // show colorbar and mesh
      // update value-range; keep mesh-extents fixed
      os << "autoscale value\n";
      os << "pause\n";
   }
   os << flush;
}
 
 
ReducedSystemOperator::ReducedSystemOperator(
   ParBilinearForm *M_, ParBilinearForm *S_, ParNonlinearForm *H_,
   const Array<int> &ess_tdof_list_)
   : Operator(M_->ParFESpace()->TrueVSize()), M(M_), S(S_), H(H_),
     Jacobian(NULL), dt(0.0), v(NULL), x(NULL), w(height), z(height),
     ess_tdof_list(ess_tdof_list_)
{ }
 
void ReducedSystemOperator::SetParameters(real_t dt_, const Vector *v_,
                                          const Vector *x_)
{
   dt = dt_;  v = v_;  x = x_;
}
 
void ReducedSystemOperator::Mult(const Vector &k, Vector &y) const
{
   // compute: y = H(x + dt*(v + dt*k)) + M*k + S*(v + dt*k)
   add(*v, dt, k, w);
   add(*x, dt, w, z);
   H->Mult(z, y);
   M->TrueAddMult(k, y);
   S->TrueAddMult(w, y);
   y.SetSubVector(ess_tdof_list, 0.0);
}
 
Operator &ReducedSystemOperator::GetGradient(const Vector &k) const
{
   delete Jacobian;
   SparseMatrix *localJ = Add(1.0, M->SpMat(), dt, S->SpMat());
   add(*v, dt, k, w);
   add(*x, dt, w, z);
   localJ->Add(dt*dt, H->GetLocalGradient(z));
   Jacobian = M->ParallelAssemble(localJ);
   delete localJ;
   HypreParMatrix *Je = Jacobian->EliminateRowsCols(ess_tdof_list);
   delete Je;
   return *Jacobian;
}
 
ReducedSystemOperator::~ReducedSystemOperator()
{
   delete Jacobian;
}
 
 
HyperelasticOperator::HyperelasticOperator(ParFiniteElementSpace &f,
                                           Array<int> &ess_bdr, real_t visc,
                                           real_t mu, real_t K)
   : TimeDependentOperator(2*f.TrueVSize(), (real_t) 0.0), fespace(f),
     M(&fespace), S(&fespace), H(&fespace),
     viscosity(visc), M_solver(f.GetComm()), newton_solver(f.GetComm()),
     z(height/2)
{
#if defined(MFEM_USE_DOUBLE)
   const real_t rel_tol = 1e-8;
   const real_t newton_abs_tol = 0.0;
#elif defined(MFEM_USE_SINGLE)
   const real_t rel_tol = 1e-3;
   const real_t newton_abs_tol = 1e-4;
#else
#error "Only single and double precision are supported!"
   const real_t rel_tol = real_t(1);
   const real_t newton_abs_tol = real_t(0);
#endif
   const int skip_zero_entries = 0;
 
   const real_t ref_density = 1.0; // density in the reference configuration
   ConstantCoefficient rho0(ref_density);
   M.AddDomainIntegrator(new VectorMassIntegrator(rho0));
   M.Assemble(skip_zero_entries);
   M.Finalize(skip_zero_entries);
   Mmat = M.ParallelAssemble();
   fespace.GetEssentialTrueDofs(ess_bdr, ess_tdof_list);
   HypreParMatrix *Me = Mmat->EliminateRowsCols(ess_tdof_list);
   delete Me;
 
   M_solver.iterative_mode = false;
   M_solver.SetRelTol(rel_tol);
   M_solver.SetAbsTol(0.0);
   M_solver.SetMaxIter(30);
   M_solver.SetPrintLevel(0);
   M_prec.SetType(HypreSmoother::Jacobi);
   M_solver.SetPreconditioner(M_prec);
   M_solver.SetOperator(*Mmat);
 
   model = new NeoHookeanModel(mu, K);
   H.AddDomainIntegrator(new HyperelasticNLFIntegrator(model));
   H.SetEssentialTrueDofs(ess_tdof_list);
 
   ConstantCoefficient visc_coeff(viscosity);
   S.AddDomainIntegrator(new VectorDiffusionIntegrator(visc_coeff));
   S.Assemble(skip_zero_entries);
   S.Finalize(skip_zero_entries);
 
   reduced_oper = new ReducedSystemOperator(&M, &S, &H, ess_tdof_list);
 
   HypreSmoother *J_hypreSmoother = new HypreSmoother;
   J_hypreSmoother->SetType(HypreSmoother::l1Jacobi);
   J_hypreSmoother->SetPositiveDiagonal(true);
   J_prec = J_hypreSmoother;
 
   MINRESSolver *J_minres = new MINRESSolver(f.GetComm());
   J_minres->SetRelTol(rel_tol);
   J_minres->SetAbsTol(0.0);
   J_minres->SetMaxIter(300);
   J_minres->SetPrintLevel(-1);
   J_minres->SetPreconditioner(*J_prec);
   J_solver = J_minres;
 
   newton_solver.iterative_mode = false;
   newton_solver.SetSolver(*J_solver);
   newton_solver.SetOperator(*reduced_oper);
   newton_solver.SetPrintLevel(1); // print Newton iterations
   newton_solver.SetRelTol(rel_tol);
   newton_solver.SetAbsTol(newton_abs_tol);
   newton_solver.SetAdaptiveLinRtol(2, 0.5, 0.9);
   newton_solver.SetMaxIter(10);
}
 
void HyperelasticOperator::Mult(const Vector &vx, Vector &dvx_dt) const
{
   // Create views to the sub-vectors v, x of vx, and dv_dt, dx_dt of dvx_dt
   int sc = height/2;
   Vector v(vx.GetData() +  0, sc);
   Vector x(vx.GetData() + sc, sc);
   Vector dv_dt(dvx_dt.GetData() +  0, sc);
   Vector dx_dt(dvx_dt.GetData() + sc, sc);
 
   H.Mult(x, z);
   if (viscosity != 0.0)
   {
      S.TrueAddMult(v, z);
      z.SetSubVector(ess_tdof_list, 0.0);
   }
   z.Neg(); // z = -z
   M_solver.Mult(z, dv_dt);
 
   dx_dt = v;
}
 
void HyperelasticOperator::ImplicitSolve(const real_t dt,
                                         const Vector &vx, Vector &dvx_dt)
{
   int sc = height/2;
   Vector v(vx.GetData() +  0, sc);
   Vector x(vx.GetData() + sc, sc);
   Vector dv_dt(dvx_dt.GetData() +  0, sc);
   Vector dx_dt(dvx_dt.GetData() + sc, sc);
 
   // By eliminating kx from the coupled system:
   //    kv = -M^{-1}*[H(x + dt*kx) + S*(v + dt*kv)]
   //    kx = v + dt*kv
   // we reduce it to a nonlinear equation for kv, represented by the
   // reduced_oper. This equation is solved with the newton_solver
   // object (using J_solver and J_prec internally).
   reduced_oper->SetParameters(dt, &v, &x);
   Vector zero; // empty vector is interpreted as zero r.h.s. by NewtonSolver
   newton_solver.Mult(zero, dv_dt);
   MFEM_VERIFY(newton_solver.GetConverged(), "Newton solver did not converge.");
   add(v, dt, dv_dt, dx_dt);
}
 
real_t HyperelasticOperator::ElasticEnergy(const ParGridFunction &x) const
{
   return H.GetEnergy(x);
}
 
real_t HyperelasticOperator::KineticEnergy(const ParGridFunction &v) const
{
   real_t energy = 0.5*M.ParInnerProduct(v, v);
   return energy;
}
 
void HyperelasticOperator::GetElasticEnergyDensity(
   const ParGridFunction &x, ParGridFunction &w, ProjectType  proj_type) const
{
   ElasticEnergyCoefficient w_coeff(*model, x);
   w.ProjectCoefficient(w_coeff, proj_type);
}
 
HyperelasticOperator::~HyperelasticOperator()
{
   delete J_solver;
   delete J_prec;
   delete reduced_oper;
   delete model;
   delete Mmat;
}
 
 
real_t ElasticEnergyCoefficient::Eval(ElementTransformation &T,
                                      const IntegrationPoint &ip)
{
   model.SetTransformation(T);
   x.GetVectorGradient(T, J);
   // return model.EvalW(J);  // in reference configuration
   return model.EvalW(J)/J.Det(); // in deformed configuration
}
 
 
void InitialDeformation(const Vector &x, Vector &y)
{
   // set the initial configuration to be the same as the reference, stress
   // free, configuration
   y = x;
}
 
void InitialVelocity(const Vector &x, Vector &v)
{
   const int dim = x.Size();
   const real_t s = 0.1/64.;
 
   v = 0.0;
   v(dim-1) = s*x(0)*x(0)*(8.0-x(0));
   v(0) = -s*x(0)*x(0);
}