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mfem/fem/integ/bilininteg_elasticity_pa.cpp
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// Copyright (c) 2010-2025, Lawrence Livermore National Security, LLC. Produced
// at the Lawrence Livermore National Laboratory. All Rights reserved. See files
// LICENSE and NOTICE for details. LLNL-CODE-806117.
//
// This file is part of the MFEM library. For more information and source code
// availability visit https://mfem.org.
//
// MFEM is free software; you can redistribute it and/or modify it under the
// terms of the BSD-3 license. We welcome feedback and contributions, see file
// CONTRIBUTING.md for details.
#include "../bilininteg.hpp"
#include "../gridfunc.hpp"
#include "../qfunction.hpp"
#include "bilininteg_elasticity_kernels.hpp"
namespace mfem
{
void ElasticityIntegrator::SetUpQuadratureSpaceAndCoefficients(
const FiniteElementSpace &fes)
{
if (IntRule == nullptr)
{
// This is where it's assumed that all elements are the same.
const auto &T = *fes.GetMesh()->GetTypicalElementTransformation();
int quad_order = 2 * T.OrderGrad(fes.GetTypicalFE());
IntRule = &IntRules.Get(T.GetGeometryType(), quad_order);
}
Mesh &mesh = *fespace->GetMesh();
q_space.reset(new QuadratureSpace(mesh, *IntRule));
lambda_quad.reset(new CoefficientVector(lambda, *q_space,
CoefficientStorage::FULL));
mu_quad.reset(new CoefficientVector(mu, *q_space, CoefficientStorage::FULL));
q_vec.reset(new QuadratureFunction(*q_space, vdim*vdim));
}
void ElasticityIntegrator::AssemblePA(const FiniteElementSpace &fes)
{
MFEM_VERIFY(fes.GetOrdering() == Ordering::byNODES,
"Elasticity PA only implemented for byNODES ordering.");
fespace = &fes;
Mesh &mesh = *fespace->GetMesh();
MFEM_VERIFY(fespace->GetVDim() == mesh.Dimension(), "");
vdim = fespace->GetVDim();
ndofs = fespace->GetTypicalFE()->GetDof();
SetUpQuadratureSpaceAndCoefficients(fes);
auto ordering = GetEVectorOrdering(*fespace);
auto mode = ordering == ElementDofOrdering::NATIVE ? DofToQuad::FULL :
DofToQuad::LEXICOGRAPHIC_FULL;
maps = &fespace->GetTypicalFE()->GetDofToQuad(*IntRule, mode);
geom = mesh.GetGeometricFactors(*IntRule, GeometricFactors::JACOBIANS);
}
void ElasticityIntegrator::AssembleDiagonalPA(Vector &diag)
{
q_vec->SetVDim(vdim*vdim*vdim*vdim);
internal::ElasticityAssembleDiagonalPA(vdim, ndofs, *lambda_quad, *mu_quad,
*geom, *maps, *q_vec, diag);
}
void ElasticityIntegrator::AddMultPA(const Vector &x, Vector &y) const
{
internal::ElasticityAddMultPA(vdim, ndofs, *fespace, *lambda_quad, *mu_quad,
*geom, *maps, x, *q_vec, y);
}
void ElasticityIntegrator::AddMultTransposePA(const Vector &x, Vector &y) const
{
AddMultPA(x, y); // Operator is symmetric
}
void ElasticityComponentIntegrator::AssemblePA(const FiniteElementSpace &fes)
{
fespace = &fes;
// Avoid projecting the coefficients more than once. If the coefficients
// change, the parent ElasticityIntegrator must be reassembled.
if (!parent.q_space)
{
parent.SetUpQuadratureSpaceAndCoefficients(fes);
}
else
{
IntRule = parent.IntRule;
}
auto ordering = GetEVectorOrdering(*fespace);
auto mode = ordering == ElementDofOrdering::NATIVE ? DofToQuad::FULL :
DofToQuad::LEXICOGRAPHIC_FULL;
geom = fes.GetMesh()->GetGeometricFactors(*IntRule,
GeometricFactors::JACOBIANS);
maps = &fespace->GetTypicalFE()->GetDofToQuad(*IntRule, mode);
}
void ElasticityComponentIntegrator::AddMultPA(const Vector &x, Vector &y) const
{
internal::ElasticityComponentAddMultPA(
parent.vdim, parent.ndofs, *fespace, *parent.lambda_quad, *parent.mu_quad,
*geom, *maps, x, *parent.q_vec, y, i_block, j_block);
}
void ElasticityComponentIntegrator::AddMultTransposePA(const Vector &x,
Vector &y) const
{
// Each block in the operator is symmetric, so we can just switch the roles
// of i_block and j_block
internal::ElasticityComponentAddMultPA(
parent.vdim, parent.ndofs, *fespace, *parent.lambda_quad, *parent.mu_quad,
*geom, *maps, x, *parent.q_vec, y, j_block, i_block);
}
} // namespace mfem