diff --git a/src/model/solid_mechanics/material.cc b/src/model/solid_mechanics/material.cc index 16ad287f0..7a69ad703 100644 --- a/src/model/solid_mechanics/material.cc +++ b/src/model/solid_mechanics/material.cc @@ -1,1689 +1,1675 @@ /** * @file material.cc * * @author Aurelia Isabel Cuba Ramos * @author Marco Vocialta * @author Nicolas Richart * @author Daniel Pino Muñoz * * @date creation: Tue Jul 27 2010 * @date last modification: Tue Sep 16 2014 * * @brief Implementation of the common part of the material class * * @section LICENSE * * Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne) * Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides) * * Akantu 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 3 of the License, or (at your option) any * later version. * * Akantu 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 Akantu. If not, see . * */ /* -------------------------------------------------------------------------- */ #include "material.hh" #include "solid_mechanics_model.hh" #include "sparse_matrix.hh" #include "dof_synchronizer.hh" /* -------------------------------------------------------------------------- */ __BEGIN_AKANTU__ /* -------------------------------------------------------------------------- */ Material::Material(SolidMechanicsModel & model, const ID & id) : Memory(id, model.getMemoryID()), Parsable(_st_material, id), is_init(false), fem(&(model.getFEEngine())), finite_deformation(false), name(""), model(&model), spatial_dimension(this->model->getSpatialDimension()), element_filter("element_filter", id, this->memory_id), stress("stress", *this), eigengradu("eigen_grad_u", *this), gradu("grad_u", *this), green_strain("green_strain",*this), piola_kirchhoff_2("piola_kirchhoff_2", *this), potential_energy("potential_energy", *this), is_non_local(false), use_previous_stress(false), use_previous_gradu(false), interpolation_inverse_coordinates("interpolation inverse coordinates", *this), interpolation_points_matrices("interpolation points matrices", *this) { AKANTU_DEBUG_IN(); /// for each connectivity types allocate the element filer array of the material model.getMesh().initElementTypeMapArray(element_filter, 1, spatial_dimension, false, _ek_regular); this->initialize(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ Material::Material(SolidMechanicsModel & model, UInt dim, const Mesh & mesh, FEEngine & fe_engine, const ID & id) : Memory(id, model.getMemoryID()), Parsable(_st_material, id), is_init(false), fem(&(model.getFEEngine())), finite_deformation(false), name(""), model(&model), spatial_dimension(dim), element_filter("element_filter", id, this->memory_id), stress("stress", *this, dim, fe_engine, this->element_filter), eigengradu("eigen_grad_u", *this, dim, fe_engine, this->element_filter), gradu("gradu", *this, dim, fe_engine, this->element_filter), green_strain("green_strain", *this, dim, fe_engine, this->element_filter), piola_kirchhoff_2("poila_kirchhoff_2", *this, dim, fe_engine, this->element_filter), potential_energy("potential_energy", *this, dim, fe_engine, this->element_filter), is_non_local(false), use_previous_stress(false), use_previous_gradu(false), interpolation_inverse_coordinates("interpolation inverse_coordinates", *this, dim, fe_engine, this->element_filter), interpolation_points_matrices("interpolation points matrices", *this, dim, fe_engine, this->element_filter) { AKANTU_DEBUG_IN(); mesh.initElementTypeMapArray(element_filter, 1, spatial_dimension, false, _ek_regular); this->initialize(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ Material::~Material() { AKANTU_DEBUG_IN(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::initialize() { registerParam("rho" , rho , Real(0.) , _pat_parsable | _pat_modifiable, "Density"); registerParam("name" , name , std::string(), _pat_parsable | _pat_readable); registerParam("finite_deformation" , finite_deformation , false , _pat_parsable | _pat_readable, "Is finite deformation"); registerParam("inelastic_deformation", inelastic_deformation, false , _pat_internal, "Is inelastic deformation"); /// allocate gradu stress for local elements eigengradu.initialize(spatial_dimension * spatial_dimension); gradu.initialize(spatial_dimension * spatial_dimension); stress.initialize(spatial_dimension * spatial_dimension); potential_energy.initialize(1); this->model->registerEventHandler(*this); } /* -------------------------------------------------------------------------- */ void Material::initMaterial() { AKANTU_DEBUG_IN(); if(finite_deformation) { this->piola_kirchhoff_2.initialize(spatial_dimension * spatial_dimension); if(use_previous_stress) this->piola_kirchhoff_2.initializeHistory(); this->green_strain.initialize(spatial_dimension * spatial_dimension); } if(use_previous_stress) this->stress.initializeHistory(); if(use_previous_gradu) this->gradu.initializeHistory(); for (std::map *>::iterator it = internal_vectors_real.begin(); it != internal_vectors_real.end(); ++it) it->second->resize(); for (std::map *>::iterator it = internal_vectors_uint.begin(); it != internal_vectors_uint.end(); ++it) it->second->resize(); for (std::map *>::iterator it = internal_vectors_bool.begin(); it != internal_vectors_bool.end(); ++it) it->second->resize(); is_init = true; AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::savePreviousState() { AKANTU_DEBUG_IN(); for (std::map *>::iterator it = internal_vectors_real.begin(); it != internal_vectors_real.end(); ++it) { if(it->second->hasHistory()) it->second->saveCurrentValues(); } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ /** * Compute the residual by assembling @f$\int_{e} \sigma_e \frac{\partial * \varphi}{\partial X} dX @f$ * * @param[in] displacements nodes displacements * @param[in] ghost_type compute the residual for _ghost or _not_ghost element */ void Material::updateResidual(GhostType ghost_type) { AKANTU_DEBUG_IN(); computeAllStresses(ghost_type); assembleResidual(ghost_type); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::assembleResidual(GhostType ghost_type) { AKANTU_DEBUG_IN(); UInt spatial_dimension = model->getSpatialDimension(); if(!finite_deformation){ Array & residual = const_cast &>(model->getResidual()); Mesh & mesh = fem->getMesh(); Mesh::type_iterator it = element_filter.firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = element_filter.lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) { Array & elem_filter = element_filter(*it, ghost_type); UInt nb_element = elem_filter.getSize(); if (nb_element) { const Array & shapes_derivatives = fem->getShapesDerivatives(*it, ghost_type); UInt size_of_shapes_derivatives = shapes_derivatives.getNbComponent(); UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(*it); UInt nb_quadrature_points = fem->getNbIntegrationPoints(*it, ghost_type); /// compute @f$\sigma \frac{\partial \varphi}{\partial X}@f$ by @f$\mathbf{B}^t \mathbf{\sigma}_q@f$ Array * sigma_dphi_dx = new Array(nb_element*nb_quadrature_points, size_of_shapes_derivatives, "sigma_x_dphi_/_dX"); Array * shapesd_filtered = new Array(0, size_of_shapes_derivatives, "filtered shapesd"); FEEngine::filterElementalData(mesh, shapes_derivatives, *shapesd_filtered, *it, ghost_type, elem_filter); Array & stress_vect = this->stress(*it, ghost_type); Array::matrix_iterator sigma = stress_vect.begin(spatial_dimension, spatial_dimension); Array::matrix_iterator B = shapesd_filtered->begin(spatial_dimension, nb_nodes_per_element); Array::matrix_iterator Bt_sigma_it = sigma_dphi_dx->begin(spatial_dimension, nb_nodes_per_element); for (UInt q = 0; q < nb_element*nb_quadrature_points; ++q, ++sigma, ++B, ++Bt_sigma_it) Bt_sigma_it->mul(*sigma, *B); delete shapesd_filtered; /** * compute @f$\int \sigma * \frac{\partial \varphi}{\partial X}dX@f$ by @f$ \sum_q \mathbf{B}^t * \mathbf{\sigma}_q \overline w_q J_q@f$ */ Array * int_sigma_dphi_dx = new Array(nb_element, nb_nodes_per_element * spatial_dimension, "int_sigma_x_dphi_/_dX"); fem->integrate(*sigma_dphi_dx, *int_sigma_dphi_dx, size_of_shapes_derivatives, *it, ghost_type, elem_filter); delete sigma_dphi_dx; /// assemble fem->assembleArray(*int_sigma_dphi_dx, residual, model->getDOFSynchronizer().getLocalDOFEquationNumbers(), residual.getNbComponent(), *it, ghost_type, elem_filter, -1); delete int_sigma_dphi_dx; } } } else{ switch (spatial_dimension){ case 1: this->assembleResidual<1>(ghost_type); break; case 2: this->assembleResidual<2>(ghost_type); break; case 3: this->assembleResidual<3>(ghost_type); break; } } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ /** * Compute the stress from the gradu * * @param[in] current_position nodes postition + displacements * @param[in] ghost_type compute the residual for _ghost or _not_ghost element */ void Material::computeAllStresses(GhostType ghost_type) { AKANTU_DEBUG_IN(); UInt spatial_dimension = model->getSpatialDimension(); Mesh::type_iterator it = fem->getMesh().firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = fem->getMesh().lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) { Array & elem_filter = element_filter(*it, ghost_type); if (elem_filter.getSize() == 0) continue; Array & gradu_vect = gradu(*it, ghost_type); /// compute @f$\nabla u@f$ fem->gradientOnIntegrationPoints(model->getDisplacement(), gradu_vect, spatial_dimension, *it, ghost_type, elem_filter); gradu_vect -= eigengradu(*it, ghost_type); /// compute @f$\mathbf{\sigma}_q@f$ from @f$\nabla u@f$ computeStress(*it, ghost_type); } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::computeAllCauchyStresses(GhostType ghost_type) { AKANTU_DEBUG_IN(); AKANTU_DEBUG_ASSERT(finite_deformation,"The Cauchy stress can only be computed if you are working in finite deformation."); //resizeInternalArray(stress); Mesh::type_iterator it = fem->getMesh().firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = fem->getMesh().lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) switch (spatial_dimension){ case 1: this->computeCauchyStress<1>(*it, ghost_type); break; case 2: this->computeCauchyStress<2>(*it, ghost_type); break; case 3: this->computeCauchyStress<3>(*it, ghost_type); break; } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::computeCauchyStress(ElementType el_type, GhostType ghost_type) { AKANTU_DEBUG_IN(); Array::matrix_iterator gradu_it = this->gradu(el_type, ghost_type).begin(dim, dim); Array::matrix_iterator gradu_end = this->gradu(el_type, ghost_type).end(dim, dim); Array::matrix_iterator piola_it = this->piola_kirchhoff_2(el_type, ghost_type).begin(dim, dim); Array::matrix_iterator stress_it = this->stress(el_type, ghost_type).begin(dim, dim); Matrix F_tensor(dim, dim); for (; gradu_it != gradu_end; ++gradu_it, ++piola_it, ++stress_it) { Matrix & grad_u = *gradu_it; Matrix & piola = *piola_it; Matrix & sigma = *stress_it; gradUToF (grad_u, F_tensor); this->computeCauchyStressOnQuad(F_tensor, piola, sigma); } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::setToSteadyState(GhostType ghost_type) { AKANTU_DEBUG_IN(); const Array & displacement = model->getDisplacement(); //resizeInternalArray(gradu); UInt spatial_dimension = model->getSpatialDimension(); Mesh::type_iterator it = fem->getMesh().firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = fem->getMesh().lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) { Array & elem_filter = element_filter(*it, ghost_type); Array & gradu_vect = gradu(*it, ghost_type); /// compute @f$\nabla u@f$ fem->gradientOnIntegrationPoints(displacement, gradu_vect, spatial_dimension, *it, ghost_type, elem_filter); setToSteadyState(*it, ghost_type); } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ /** * Compute the stiffness matrix by assembling @f$\int_{\omega} B^t \times D * \times B d\omega @f$ * * @param[in] current_position nodes postition + displacements * @param[in] ghost_type compute the residual for _ghost or _not_ghost element */ void Material::assembleStiffnessMatrix(GhostType ghost_type) { AKANTU_DEBUG_IN(); UInt spatial_dimension = model->getSpatialDimension(); Mesh::type_iterator it = element_filter.firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = element_filter.lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) { if(finite_deformation){ switch (spatial_dimension) { case 1: { assembleStiffnessMatrixNL < 1 > (*it, ghost_type); assembleStiffnessMatrixL2 < 1 > (*it, ghost_type); break; } case 2: { assembleStiffnessMatrixNL < 2 > (*it, ghost_type); assembleStiffnessMatrixL2 < 2 > (*it, ghost_type); break; } case 3: { assembleStiffnessMatrixNL < 3 > (*it, ghost_type); assembleStiffnessMatrixL2 < 3 > (*it, ghost_type); break; } } } else { switch(spatial_dimension) { case 1: { assembleStiffnessMatrix<1>(*it, ghost_type); break; } case 2: { assembleStiffnessMatrix<2>(*it, ghost_type); break; } case 3: { assembleStiffnessMatrix<3>(*it, ghost_type); break; } } } } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::assembleStiffnessMatrix(const ElementType & type, GhostType ghost_type) { AKANTU_DEBUG_IN(); Array & elem_filter = element_filter(type, ghost_type); if (elem_filter.getSize()) { SparseMatrix & K = const_cast(model->getStiffnessMatrix()); const Array & shapes_derivatives = fem->getShapesDerivatives(type, ghost_type); Array & gradu_vect = gradu(type, ghost_type); UInt nb_element = elem_filter.getSize(); UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(type); UInt nb_quadrature_points = fem->getNbIntegrationPoints(type, ghost_type); gradu_vect.resize(nb_quadrature_points * nb_element); fem->gradientOnIntegrationPoints(model->getDisplacement(), gradu_vect, dim, type, ghost_type, elem_filter); UInt tangent_size = getTangentStiffnessVoigtSize(dim); Array * tangent_stiffness_matrix = new Array(nb_element*nb_quadrature_points, tangent_size * tangent_size, "tangent_stiffness_matrix"); tangent_stiffness_matrix->clear(); computeTangentModuli(type, *tangent_stiffness_matrix, ghost_type); Array * shapesd_filtered = new Array(0, dim * nb_nodes_per_element, "filtered shapesd"); FEEngine::filterElementalData(fem->getMesh(), shapes_derivatives, *shapesd_filtered, type, ghost_type, elem_filter); /// compute @f$\mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ UInt bt_d_b_size = dim * nb_nodes_per_element; Array * bt_d_b = new Array(nb_element * nb_quadrature_points, bt_d_b_size * bt_d_b_size, "B^t*D*B"); Matrix B(tangent_size, dim * nb_nodes_per_element); Matrix Bt_D(dim * nb_nodes_per_element, tangent_size); Array::matrix_iterator shapes_derivatives_filtered_it = shapesd_filtered->begin(dim, nb_nodes_per_element); Array::matrix_iterator Bt_D_B_it = bt_d_b->begin(dim*nb_nodes_per_element, dim*nb_nodes_per_element); Array::matrix_iterator D_it = tangent_stiffness_matrix->begin(tangent_size, tangent_size); Array::matrix_iterator D_end = tangent_stiffness_matrix->end (tangent_size, tangent_size); for(; D_it != D_end; ++D_it, ++Bt_D_B_it, ++shapes_derivatives_filtered_it) { Matrix & D = *D_it; Matrix & Bt_D_B = *Bt_D_B_it; VoigtHelper::transferBMatrixToSymVoigtBMatrix( *shapes_derivatives_filtered_it, B, nb_nodes_per_element); Bt_D.mul(B, D); Bt_D_B.mul(Bt_D, B); } delete tangent_stiffness_matrix; delete shapesd_filtered; /// compute @f$ k_e = \int_e \mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ Array * K_e = new Array(nb_element, bt_d_b_size * bt_d_b_size, "K_e"); fem->integrate(*bt_d_b, *K_e, bt_d_b_size * bt_d_b_size, type, ghost_type, elem_filter); delete bt_d_b; fem->assembleMatrix(*K_e, K, spatial_dimension, type, ghost_type, elem_filter); delete K_e; } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::assembleStiffnessMatrixNL(const ElementType & type, GhostType ghost_type) { AKANTU_DEBUG_IN(); SparseMatrix & K = const_cast (model->getStiffnessMatrix()); const Array & shapes_derivatives = fem->getShapesDerivatives(type, ghost_type); Array & elem_filter = element_filter(type, ghost_type); //Array & gradu_vect = delta_gradu(type, ghost_type); UInt nb_element = elem_filter.getSize(); UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(type); UInt nb_quadrature_points = fem->getNbIntegrationPoints(type, ghost_type); //gradu_vect.resize(nb_quadrature_points * nb_element); // fem->gradientOnIntegrationPoints(model->getIncrement(), gradu_vect, // dim, type, ghost_type, &elem_filter); Array * shapes_derivatives_filtered = new Array (nb_element * nb_quadrature_points, dim * nb_nodes_per_element, "shapes derivatives filtered"); Array::const_matrix_iterator shapes_derivatives_it = shapes_derivatives.begin(spatial_dimension, nb_nodes_per_element); Array::matrix_iterator shapes_derivatives_filtered_it = shapes_derivatives_filtered->begin(spatial_dimension, nb_nodes_per_element); UInt * elem_filter_val = elem_filter.storage(); for (UInt e = 0; e < nb_element; ++e, ++elem_filter_val) for (UInt q = 0; q < nb_quadrature_points; ++q, ++shapes_derivatives_filtered_it) *shapes_derivatives_filtered_it = shapes_derivatives_it[*elem_filter_val * nb_quadrature_points + q]; /// compute @f$\mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ UInt bt_s_b_size = dim * nb_nodes_per_element; Array * bt_s_b = new Array (nb_element * nb_quadrature_points, bt_s_b_size * bt_s_b_size, "B^t*D*B"); UInt piola_matrix_size = getCauchyStressMatrixSize(dim); Matrix B(piola_matrix_size, bt_s_b_size); Matrix Bt_S(bt_s_b_size, piola_matrix_size); Matrix S(piola_matrix_size, piola_matrix_size); shapes_derivatives_filtered_it = shapes_derivatives_filtered->begin(spatial_dimension, nb_nodes_per_element); Array::matrix_iterator Bt_S_B_it = bt_s_b->begin(bt_s_b_size, bt_s_b_size); Array::matrix_iterator Bt_S_B_end = bt_s_b->end(bt_s_b_size, bt_s_b_size); Array::matrix_iterator piola_it = piola_kirchhoff_2(type, ghost_type).begin(dim, dim); for (; Bt_S_B_it != Bt_S_B_end; ++Bt_S_B_it, ++shapes_derivatives_filtered_it, ++piola_it) { Matrix & Bt_S_B = *Bt_S_B_it; Matrix & Piola_kirchhoff_matrix = *piola_it; setCauchyStressMatrix< dim >(Piola_kirchhoff_matrix, S); VoigtHelper::transferBMatrixToBNL(*shapes_derivatives_filtered_it, B, nb_nodes_per_element); Bt_S.mul < true, false > (B, S); Bt_S_B.mul < false, false > (Bt_S, B); } delete shapes_derivatives_filtered; /// compute @f$ k_e = \int_e \mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ Array * K_e = new Array (nb_element, bt_s_b_size * bt_s_b_size, "K_e"); fem->integrate(*bt_s_b, *K_e, bt_s_b_size * bt_s_b_size, type, ghost_type, elem_filter); delete bt_s_b; fem->assembleMatrix(*K_e, K, spatial_dimension, type, ghost_type, elem_filter); delete K_e; AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::assembleStiffnessMatrixL2(const ElementType & type, GhostType ghost_type) { AKANTU_DEBUG_IN(); SparseMatrix & K = const_cast (model->getStiffnessMatrix()); const Array & shapes_derivatives = fem->getShapesDerivatives(type, ghost_type); Array & elem_filter = element_filter(type, ghost_type); Array & gradu_vect = gradu(type, ghost_type); UInt nb_element = elem_filter.getSize(); UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(type); UInt nb_quadrature_points = fem->getNbIntegrationPoints(type, ghost_type); gradu_vect.resize(nb_quadrature_points * nb_element); fem->gradientOnIntegrationPoints(model->getDisplacement(), gradu_vect, dim, type, ghost_type, elem_filter); UInt tangent_size = getTangentStiffnessVoigtSize(dim); Array * tangent_stiffness_matrix = new Array (nb_element*nb_quadrature_points, tangent_size * tangent_size, "tangent_stiffness_matrix"); tangent_stiffness_matrix->clear(); computeTangentModuli(type, *tangent_stiffness_matrix, ghost_type); Array * shapes_derivatives_filtered = new Array (nb_element * nb_quadrature_points, dim * nb_nodes_per_element, "shapes derivatives filtered"); Array::const_matrix_iterator shapes_derivatives_it = shapes_derivatives.begin(spatial_dimension, nb_nodes_per_element); Array::matrix_iterator shapes_derivatives_filtered_it = shapes_derivatives_filtered->begin(spatial_dimension, nb_nodes_per_element); UInt * elem_filter_val = elem_filter.storage(); for (UInt e = 0; e < nb_element; ++e, ++elem_filter_val) for (UInt q = 0; q < nb_quadrature_points; ++q, ++shapes_derivatives_filtered_it) *shapes_derivatives_filtered_it = shapes_derivatives_it[*elem_filter_val * nb_quadrature_points + q]; /// compute @f$\mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ UInt bt_d_b_size = dim * nb_nodes_per_element; Array * bt_d_b = new Array (nb_element * nb_quadrature_points, bt_d_b_size * bt_d_b_size, "B^t*D*B"); Matrix B(tangent_size, dim * nb_nodes_per_element); Matrix B2(tangent_size, dim * nb_nodes_per_element); Matrix Bt_D(dim * nb_nodes_per_element, tangent_size); shapes_derivatives_filtered_it = shapes_derivatives_filtered->begin(spatial_dimension, nb_nodes_per_element); Array::matrix_iterator Bt_D_B_it = bt_d_b->begin(dim*nb_nodes_per_element, dim * nb_nodes_per_element); Array::matrix_iterator grad_u_it = gradu_vect.begin(dim, dim); Array::matrix_iterator D_it = tangent_stiffness_matrix->begin(tangent_size, tangent_size); Array::matrix_iterator D_end = tangent_stiffness_matrix->end(tangent_size, tangent_size); for (; D_it != D_end; ++D_it, ++Bt_D_B_it, ++shapes_derivatives_filtered_it, ++grad_u_it) { Matrix & grad_u = *grad_u_it; Matrix & D = *D_it; Matrix & Bt_D_B = *Bt_D_B_it; //transferBMatrixToBL1 (*shapes_derivatives_filtered_it, B, nb_nodes_per_element); VoigtHelper::transferBMatrixToSymVoigtBMatrix(*shapes_derivatives_filtered_it, B, nb_nodes_per_element); VoigtHelper::transferBMatrixToBL2(*shapes_derivatives_filtered_it, grad_u, B2, nb_nodes_per_element); B += B2; Bt_D.mul < true, false > (B, D); Bt_D_B.mul < false, false > (Bt_D, B); } delete tangent_stiffness_matrix; delete shapes_derivatives_filtered; /// compute @f$ k_e = \int_e \mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ Array * K_e = new Array (nb_element, bt_d_b_size * bt_d_b_size, "K_e"); fem->integrate(*bt_d_b, *K_e, bt_d_b_size * bt_d_b_size, type, ghost_type, elem_filter); delete bt_d_b; fem->assembleMatrix(*K_e, K, spatial_dimension, type, ghost_type, elem_filter); delete K_e; AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::assembleResidual(GhostType ghost_type){ AKANTU_DEBUG_IN(); Array & residual = const_cast &> (model->getResidual()); Mesh & mesh = fem->getMesh(); Mesh::type_iterator it = element_filter.firstType(dim, ghost_type); Mesh::type_iterator last_type = element_filter.lastType(dim, ghost_type); for (; it != last_type; ++it) { const Array & shapes_derivatives = fem->getShapesDerivatives(*it, ghost_type); Array & elem_filter = element_filter(*it, ghost_type); if (elem_filter.getSize() == 0) continue; UInt size_of_shapes_derivatives = shapes_derivatives.getNbComponent(); UInt nb_element = elem_filter.getSize(); UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(*it); UInt nb_quadrature_points = fem->getNbIntegrationPoints(*it, ghost_type); Array * shapesd_filtered = new Array(0, size_of_shapes_derivatives, "filtered shapesd"); FEEngine::filterElementalData(mesh, shapes_derivatives, *shapesd_filtered, *it, ghost_type, elem_filter); Array::matrix_iterator shapes_derivatives_filtered_it = shapesd_filtered->begin(dim, nb_nodes_per_element); //Set stress vectors UInt stress_size = getTangentStiffnessVoigtSize(dim); //Set matrices B and BNL* UInt bt_s_size = dim * nb_nodes_per_element; Array * bt_s = new Array (nb_element * nb_quadrature_points, bt_s_size, "B^t*S"); Array::matrix_iterator grad_u_it = this->gradu(*it, ghost_type).begin(dim, dim); Array::matrix_iterator grad_u_end = this->gradu(*it, ghost_type).end(dim, dim); Array::matrix_iterator stress_it = this->piola_kirchhoff_2(*it, ghost_type).begin(dim, dim); shapes_derivatives_filtered_it = shapesd_filtered->begin(dim, nb_nodes_per_element); Array::matrix_iterator bt_s_it = bt_s->begin(bt_s_size, 1); Matrix S_vect(stress_size, 1); Matrix B_tensor(stress_size, bt_s_size); Matrix B2_tensor(stress_size, bt_s_size); for (; grad_u_it != grad_u_end; ++grad_u_it, ++stress_it, ++shapes_derivatives_filtered_it, ++bt_s_it) { Matrix & grad_u = *grad_u_it; Matrix & r_it = *bt_s_it; Matrix & S_it = *stress_it; setCauchyStressArray (S_it, S_vect); VoigtHelper::transferBMatrixToSymVoigtBMatrix(*shapes_derivatives_filtered_it, B_tensor, nb_nodes_per_element); VoigtHelper::transferBMatrixToBL2(*shapes_derivatives_filtered_it, grad_u, B2_tensor, nb_nodes_per_element); B_tensor += B2_tensor; r_it.mul < true, false > (B_tensor, S_vect); } delete shapesd_filtered; /// compute @f$ k_e = \int_e \mathbf{B}^t * \mathbf{D} * \mathbf{B}@f$ Array * r_e = new Array (nb_element, bt_s_size, "r_e"); fem->integrate(*bt_s, *r_e, bt_s_size, *it, ghost_type, elem_filter); delete bt_s; fem->assembleArray(*r_e, residual, model->getDOFSynchronizer().getLocalDOFEquationNumbers(), residual.getNbComponent(), *it, ghost_type, elem_filter, -1); delete r_e; } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::computeAllStressesFromTangentModuli(GhostType ghost_type) { AKANTU_DEBUG_IN(); UInt spatial_dimension = model->getSpatialDimension(); Mesh::type_iterator it = element_filter.firstType(spatial_dimension, ghost_type); Mesh::type_iterator last_type = element_filter.lastType(spatial_dimension, ghost_type); for(; it != last_type; ++it) { switch(spatial_dimension) { case 1: { computeAllStressesFromTangentModuli<1>(*it, ghost_type); break; } case 2: { computeAllStressesFromTangentModuli<2>(*it, ghost_type); break; } case 3: { computeAllStressesFromTangentModuli<3>(*it, ghost_type); break; } } } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ template void Material::computeAllStressesFromTangentModuli(const ElementType & type, GhostType ghost_type) { AKANTU_DEBUG_IN(); const Array & shapes_derivatives = fem->getShapesDerivatives(type, ghost_type); Array & elem_filter = element_filter(type, ghost_type); Array & gradu_vect = gradu(type, ghost_type); UInt nb_element = elem_filter.getSize(); if (nb_element) { UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(type); UInt nb_quadrature_points = fem->getNbIntegrationPoints(type, ghost_type); gradu_vect.resize(nb_quadrature_points * nb_element); Array & disp = model->getDisplacement(); fem->gradientOnIntegrationPoints(disp, gradu_vect, dim, type, ghost_type, elem_filter); UInt tangent_moduli_size = getTangentStiffnessVoigtSize(dim); Array * tangent_moduli_tensors = new Array(nb_element*nb_quadrature_points, tangent_moduli_size * tangent_moduli_size, "tangent_moduli_tensors"); tangent_moduli_tensors->clear(); computeTangentModuli(type, *tangent_moduli_tensors, ghost_type); Array * shapesd_filtered = new Array(0, dim* nb_nodes_per_element, "filtered shapesd"); FEEngine::filterElementalData(fem->getMesh(), shapes_derivatives, *shapesd_filtered, type, ghost_type, elem_filter); Array filtered_u(nb_element, nb_nodes_per_element * spatial_dimension); FEEngine::extractNodalToElementField(fem->getMesh(), disp, filtered_u, type, ghost_type, elem_filter); /// compute @f$\mathbf{D} \mathbf{B} \mathbf{u}@f$ Array::matrix_iterator shapes_derivatives_filtered_it = shapesd_filtered->begin(dim, nb_nodes_per_element); Array::matrix_iterator D_it = tangent_moduli_tensors->begin(tangent_moduli_size, tangent_moduli_size); Array::matrix_iterator sigma_it = stress(type, ghost_type).begin(spatial_dimension, spatial_dimension); Array::vector_iterator u_it = filtered_u.begin(spatial_dimension * nb_nodes_per_element); Matrix B(tangent_moduli_size, spatial_dimension * nb_nodes_per_element); Vector Bu(tangent_moduli_size); Vector DBu(tangent_moduli_size); for (UInt e = 0; e < nb_element; ++e, ++u_it) { for (UInt q = 0; q < nb_quadrature_points; ++q, ++D_it, ++shapes_derivatives_filtered_it, ++sigma_it) { Vector & u = *u_it; Matrix & sigma = *sigma_it; Matrix & D = *D_it; VoigtHelper::transferBMatrixToSymVoigtBMatrix(*shapes_derivatives_filtered_it, B, nb_nodes_per_element); Bu.mul(B, u); DBu.mul(D, Bu); // Voigt notation to full symmetric tensor for (UInt i = 0; i < dim; ++i) sigma(i, i) = DBu(i); if(dim == 2) { sigma(0,1) = sigma(1,0) = DBu(2); } else if(dim == 3) { sigma(1,2) = sigma(2,1) = DBu(3); sigma(0,2) = sigma(2,0) = DBu(4); sigma(0,1) = sigma(1,0) = DBu(5); } } } } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::computePotentialEnergyByElements() { AKANTU_DEBUG_IN(); Mesh::type_iterator it = element_filter.firstType(spatial_dimension); Mesh::type_iterator last_type = element_filter.lastType(spatial_dimension); for(; it != last_type; ++it) { computePotentialEnergy(*it); } AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::computePotentialEnergy(ElementType el_type, GhostType ghost_type) { AKANTU_DEBUG_IN(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ Real Material::getPotentialEnergy() { AKANTU_DEBUG_IN(); Real epot = 0.; computePotentialEnergyByElements(); /// integrate the potential energy for each type of elements Mesh::type_iterator it = element_filter.firstType(spatial_dimension); Mesh::type_iterator last_type = element_filter.lastType(spatial_dimension); for(; it != last_type; ++it) { epot += fem->integrate(potential_energy(*it, _not_ghost), *it, _not_ghost, element_filter(*it, _not_ghost)); } AKANTU_DEBUG_OUT(); return epot; } /* -------------------------------------------------------------------------- */ Real Material::getPotentialEnergy(ElementType & type, UInt index) { AKANTU_DEBUG_IN(); Real epot = 0.; Vector epot_on_quad_points(fem->getNbIntegrationPoints(type)); computePotentialEnergyByElement(type, index, epot_on_quad_points); epot = fem->integrate(epot_on_quad_points, type, element_filter(type)(index)); AKANTU_DEBUG_OUT(); return epot; } /* -------------------------------------------------------------------------- */ Real Material::getEnergy(std::string type) { AKANTU_DEBUG_IN(); if(type == "potential") return getPotentialEnergy(); AKANTU_DEBUG_OUT(); return 0.; } /* -------------------------------------------------------------------------- */ Real Material::getEnergy(std::string energy_id, ElementType type, UInt index) { AKANTU_DEBUG_IN(); if(energy_id == "potential") return getPotentialEnergy(type, index); AKANTU_DEBUG_OUT(); return 0.; } /* -------------------------------------------------------------------------- */ void Material::initElementalFieldInterpolation(const ElementTypeMapArray & interpolation_points_coordinates) { AKANTU_DEBUG_IN(); this->fem->initElementalFieldInterpolationFromIntegrationPoints(interpolation_points_coordinates, this->interpolation_points_matrices, this->interpolation_inverse_coordinates, &(this->element_filter)); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::interpolateStress(ElementTypeMapArray & result, const GhostType ghost_type) { this->fem->interpolateElementalFieldFromIntegrationPoints(this->stress, this->interpolation_points_matrices, this->interpolation_inverse_coordinates, result, ghost_type, &(this->element_filter)); } /* -------------------------------------------------------------------------- */ void Material::interpolateStressOnFacets(ElementTypeMapArray & result, ElementTypeMapArray & by_elem_result, const GhostType ghost_type) { interpolateStress(by_elem_result, ghost_type); UInt stress_size = this->stress.getNbComponent(); const Mesh & mesh = this->model->getMesh(); const Mesh & mesh_facets = mesh.getMeshFacets(); Mesh::type_iterator it = this->element_filter.firstType(spatial_dimension, ghost_type); Mesh::type_iterator last = this->element_filter.lastType(spatial_dimension, ghost_type); for (; it != last; ++it) { ElementType type = *it; Array & elem_fil = element_filter(type, ghost_type); Array & by_elem_res = by_elem_result(type, ghost_type); UInt nb_element = elem_fil.getSize(); UInt nb_element_full = this->model->getMesh().getNbElement(type, ghost_type); UInt nb_interpolation_points_per_elem = by_elem_res.getSize() / nb_element_full; const Array & facet_to_element = mesh_facets.getSubelementToElement(type, ghost_type); ElementType type_facet = Mesh::getFacetType(type); UInt nb_facet_per_elem = facet_to_element.getNbComponent(); UInt nb_quad_per_facet = nb_interpolation_points_per_elem / nb_facet_per_elem; Element element_for_comparison(type, 0, ghost_type); const Array< std::vector > * element_to_facet = NULL; GhostType current_ghost_type = _casper; Array * result_vec = NULL; Array::const_matrix_iterator result_it = by_elem_res.begin_reinterpret(stress_size, nb_interpolation_points_per_elem, nb_element_full); for (UInt el = 0; el < nb_element; ++el){ UInt global_el = elem_fil(el); element_for_comparison.element = global_el; for (UInt f = 0; f < nb_facet_per_elem; ++f) { Element facet_elem = facet_to_element(global_el, f); UInt global_facet = facet_elem.element; if (facet_elem.ghost_type != current_ghost_type) { current_ghost_type = facet_elem.ghost_type; element_to_facet = &mesh_facets.getElementToSubelement(type_facet, current_ghost_type); result_vec = &result(type_facet, current_ghost_type); } bool is_second_element = (*element_to_facet)(global_facet)[0] != element_for_comparison; for (UInt q = 0; q < nb_quad_per_facet; ++q) { Vector result_local(result_vec->storage() + (global_facet * nb_quad_per_facet + q) * result_vec->getNbComponent() + is_second_element * stress_size, stress_size); const Matrix & result_tmp(result_it[global_el]); result_local = result_tmp(f * nb_quad_per_facet + q); } } } } } /* -------------------------------------------------------------------------- */ template const Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) const { AKANTU_DEBUG_TO_IMPLEMENT(); return NULL; } /* -------------------------------------------------------------------------- */ template Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) { AKANTU_DEBUG_TO_IMPLEMENT(); return NULL; } /* -------------------------------------------------------------------------- */ template<> const Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) const { std::stringstream sstr; std::string ghost_id = ""; if (ghost_type == _ghost) ghost_id = ":ghost"; sstr << getID() << ":" << vect_id << ":" << type << ghost_id; ID fvect_id = sstr.str(); try { return Memory::getArray(fvect_id); } catch(debug::Exception & e) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" < Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) { std::stringstream sstr; std::string ghost_id = ""; if (ghost_type == _ghost) ghost_id = ":ghost"; sstr << getID() << ":" << vect_id << ":" << type << ghost_id; ID fvect_id = sstr.str(); try { return Memory::getArray(fvect_id); } catch(debug::Exception & e) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain a vector " << vect_id << "(" << fvect_id << ") [" << e << "]"); } } /* -------------------------------------------------------------------------- */ template<> const Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) const { std::stringstream sstr; std::string ghost_id = ""; if (ghost_type == _ghost) ghost_id = ":ghost"; sstr << getID() << ":" << vect_id << ":" << type << ghost_id; ID fvect_id = sstr.str(); try { return Memory::getArray(fvect_id); } catch(debug::Exception & e) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" < Array & Material::getArray(const ID & vect_id, const ElementType & type, const GhostType & ghost_type) { std::stringstream sstr; std::string ghost_id = ""; if (ghost_type == _ghost) ghost_id = ":ghost"; sstr << getID() << ":" << vect_id << ":" << type << ghost_id; ID fvect_id = sstr.str(); try { return Memory::getArray(fvect_id); } catch(debug::Exception & e) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain a vector " << vect_id << "(" << fvect_id << ") [" << e << "]"); } } /* -------------------------------------------------------------------------- */ template const InternalField & Material::getInternal(const ID & int_id) const { AKANTU_DEBUG_TO_IMPLEMENT(); return NULL; } /* -------------------------------------------------------------------------- */ template InternalField & Material::getInternal(const ID & int_id) { AKANTU_DEBUG_TO_IMPLEMENT(); return NULL; } /* -------------------------------------------------------------------------- */ template<> const InternalField & Material::getInternal(const ID & int_id) const { std::map *>::const_iterator it = internal_vectors_real.find(getID() + ":" + int_id); if(it == internal_vectors_real.end()) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain an internal " << int_id << " (" << (getID() + ":" + int_id) << ")"); } return *it->second; } /* -------------------------------------------------------------------------- */ template<> InternalField & Material::getInternal(const ID & int_id) { std::map *>::iterator it = internal_vectors_real.find(getID() + ":" + int_id); if(it == internal_vectors_real.end()) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain an internal " << int_id << " (" << (getID() + ":" + int_id) << ")"); } return *it->second; } /* -------------------------------------------------------------------------- */ template<> const InternalField & Material::getInternal(const ID & int_id) const { std::map *>::const_iterator it = internal_vectors_uint.find(getID() + ":" + int_id); if(it == internal_vectors_uint.end()) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain an internal " << int_id << " (" << (getID() + ":" + int_id) << ")"); } return *it->second; } /* -------------------------------------------------------------------------- */ template<> InternalField & Material::getInternal(const ID & int_id) { std::map *>::iterator it = internal_vectors_uint.find(getID() + ":" + int_id); if(it == internal_vectors_uint.end()) { AKANTU_SILENT_EXCEPTION("The material " << name << "(" << getID() << ") does not contain an internal " << int_id << " (" << (getID() + ":" + int_id) << ")"); } return *it->second; } /* -------------------------------------------------------------------------- */ void Material::addElements(const Array & elements_to_add) { AKANTU_DEBUG_IN(); UInt mat_id = model->getInternalIndexFromID(getID()); Array::const_iterator el_begin = elements_to_add.begin(); Array::const_iterator el_end = elements_to_add.end(); for(;el_begin != el_end; ++el_begin) { const Element & element = *el_begin; Array & mat_indexes = model->getMaterialByElement (element.type, element.ghost_type); Array & mat_loc_num = model->getMaterialLocalNumbering(element.type, element.ghost_type); UInt index = this->addElement(element.type, element.element, element.ghost_type); mat_indexes(element.element) = mat_id; mat_loc_num(element.element) = index; } this->resizeInternals(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::removeElements(const Array & elements_to_remove) { AKANTU_DEBUG_IN(); Array::const_iterator el_begin = elements_to_remove.begin(); Array::const_iterator el_end = elements_to_remove.end(); if(el_begin==el_end) return; ElementTypeMapArray material_local_new_numbering("remove mat filter elem", getID()); Element element; for (ghost_type_t::iterator gt = ghost_type_t::begin(); gt != ghost_type_t::end(); ++gt) { GhostType ghost_type = *gt; element.ghost_type = ghost_type; ElementTypeMapArray::type_iterator it = element_filter.firstType(_all_dimensions, ghost_type, _ek_not_defined); ElementTypeMapArray::type_iterator end = element_filter.lastType(_all_dimensions, ghost_type, _ek_not_defined); for(; it != end; ++it) { ElementType type = *it; element.type = type; Array & elem_filter = this->element_filter(type, ghost_type); Array & mat_loc_num = this->model->getMaterialLocalNumbering(type, ghost_type); if(!material_local_new_numbering.exists(type, ghost_type)) material_local_new_numbering.alloc(elem_filter.getSize(), 1, type, ghost_type); Array & mat_renumbering = material_local_new_numbering(type, ghost_type); UInt nb_element = elem_filter.getSize(); element.kind=(*el_begin).kind; Array elem_filter_tmp; UInt new_id = 0; for (UInt el = 0; el < nb_element; ++el) { element.element = elem_filter(el); if(std::find(el_begin, el_end, element) == el_end) { elem_filter_tmp.push_back(element.element); mat_renumbering(el) = new_id; mat_loc_num(element.element) = new_id; ++new_id; } else { mat_renumbering(el) = UInt(-1); } } elem_filter.resize(elem_filter_tmp.getSize()); elem_filter.copy(elem_filter_tmp); } } for (std::map *>::iterator it = internal_vectors_real.begin(); it != internal_vectors_real.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); for (std::map *>::iterator it = internal_vectors_uint.begin(); it != internal_vectors_uint.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); for (std::map *>::iterator it = internal_vectors_bool.begin(); it != internal_vectors_bool.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::resizeInternals() { AKANTU_DEBUG_IN(); for (std::map *>::iterator it = internal_vectors_real.begin(); it != internal_vectors_real.end(); ++it) it->second->resize(); for (std::map *>::iterator it = internal_vectors_uint.begin(); it != internal_vectors_uint.end(); ++it) it->second->resize(); for (std::map *>::iterator it = internal_vectors_bool.begin(); it != internal_vectors_bool.end(); ++it) it->second->resize(); AKANTU_DEBUG_OUT(); } /* -------------------------------------------------------------------------- */ void Material::onElementsAdded(__attribute__((unused)) const Array & element_list, __attribute__((unused)) const NewElementsEvent & event) { this->resizeInternals(); } /* -------------------------------------------------------------------------- */ void Material::onElementsRemoved(const Array & element_list, const ElementTypeMapArray & new_numbering, __attribute__((unused)) const RemovedElementsEvent & event) { UInt my_num = model->getInternalIndexFromID(getID()); ElementTypeMapArray material_local_new_numbering("remove mat filter elem", getID()); Array::const_iterator el_begin = element_list.begin(); Array::const_iterator el_end = element_list.end(); for (ghost_type_t::iterator g = ghost_type_t::begin(); g != ghost_type_t::end(); ++g) { GhostType gt = *g; ElementTypeMapArray::type_iterator it = new_numbering.firstType(_all_dimensions, gt, _ek_not_defined); ElementTypeMapArray::type_iterator end = new_numbering.lastType (_all_dimensions, gt, _ek_not_defined); for (; it != end; ++it) { ElementType type = *it; if(element_filter.exists(type, gt) && element_filter(type, gt).getSize()){ Array & elem_filter = element_filter(type, gt); Array & mat_indexes = this->model->getMaterialByElement (*it, gt); Array & mat_loc_num = this->model->getMaterialLocalNumbering(*it, gt); UInt nb_element = this->model->getMesh().getNbElement(type, gt); // all materials will resize of the same size... mat_indexes.resize(nb_element); mat_loc_num.resize(nb_element); if(!material_local_new_numbering.exists(type, gt)) material_local_new_numbering.alloc(elem_filter.getSize(), 1, type, gt); Array & mat_renumbering = material_local_new_numbering(type, gt); const Array & renumbering = new_numbering(type, gt); Array elem_filter_tmp; UInt ni = 0; Element el; el.type = type; el.ghost_type = gt; el.kind = Mesh::getKind(type); for (UInt i = 0; i < elem_filter.getSize(); ++i) { el.element = elem_filter(i); if(std::find(el_begin, el_end, el) == el_end) { UInt new_el = renumbering(el.element); AKANTU_DEBUG_ASSERT(new_el != UInt(-1), "A not removed element as been badly renumbered"); elem_filter_tmp.push_back(new_el); mat_renumbering(i) = ni; mat_indexes(new_el) = my_num; mat_loc_num(new_el) = ni; ++ni; } else { mat_renumbering(i) = UInt(-1); } } elem_filter.resize(elem_filter_tmp.getSize()); elem_filter.copy(elem_filter_tmp); } } } for (std::map *>::iterator it = internal_vectors_real.begin(); it != internal_vectors_real.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); for (std::map *>::iterator it = internal_vectors_uint.begin(); it != internal_vectors_uint.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); for (std::map *>::iterator it = internal_vectors_bool.begin(); it != internal_vectors_bool.end(); ++it) it->second->removeIntegrationPoints(material_local_new_numbering); } /* -------------------------------------------------------------------------- */ void Material::onBeginningSolveStep(const AnalysisMethod & method) { this->savePreviousState(); } /* -------------------------------------------------------------------------- */ void Material::onEndSolveStep(const AnalysisMethod & method) { ElementTypeMapArray::type_iterator it = this->element_filter.firstType(_all_dimensions, _not_ghost, _ek_not_defined); ElementTypeMapArray::type_iterator end = element_filter.lastType(_all_dimensions, _not_ghost, _ek_not_defined); for(; it != end; ++it) { this->updateEnergies(*it, _not_ghost); } } /* -------------------------------------------------------------------------- */ void Material::onDamageIteration() { this->savePreviousState(); } /* -------------------------------------------------------------------------- */ void Material::onDamageUpdate() { ElementTypeMapArray::type_iterator it = this->element_filter.firstType(_all_dimensions, _not_ghost, _ek_not_defined); ElementTypeMapArray::type_iterator end = element_filter.lastType(_all_dimensions, _not_ghost, _ek_not_defined); for(; it != end; ++it) { this->updateEnergiesAfterDamage(*it, _not_ghost); } } /* -------------------------------------------------------------------------- */ void Material::onDump(){ if(this->isFiniteDeformation()) this->computeAllCauchyStresses(_not_ghost); } /* -------------------------------------------------------------------------- */ void Material::printself(std::ostream & stream, int indent) const { std::string space; for(Int i = 0; i < indent; i++, space += AKANTU_INDENT); std::string type = getID().substr(getID().find_last_of(":") + 1); stream << space << "Material " << type << " [" << std::endl; Parsable::printself(stream, indent); stream << space << "]" << std::endl; } /* -------------------------------------------------------------------------- */ inline ElementTypeMap Material::getInternalDataPerElem(const ID & id, const ElementKind & element_kind, const ID & fe_engine_id) const { std::map *>::const_iterator internal_array = internal_vectors_real.find(this->getID()+":"+id); if (internal_array == internal_vectors_real.end() || internal_array->second->getElementKind() != element_kind) AKANTU_EXCEPTION("Cannot find internal field " << id << " in material " << this->name); InternalField & internal = *internal_array->second; InternalField::type_iterator it = internal.firstType(internal.getSpatialDimension(), _not_ghost, element_kind); InternalField::type_iterator last_type = internal.lastType(internal.getSpatialDimension(), _not_ghost, element_kind); ElementTypeMap res; for(; it != last_type; ++it) { UInt nb_quadrature_points = 0; nb_quadrature_points = model->getFEEngine(fe_engine_id).getNbIntegrationPoints(*it); res(*it) = internal.getNbComponent() * nb_quadrature_points; } return res; } /* -------------------------------------------------------------------------- */ void Material::flattenInternal(const std::string & field_id, ElementTypeMapArray & internal_flat, const GhostType ghost_type, ElementKind element_kind) const { this->flattenInternalIntern(field_id, internal_flat, this->spatial_dimension, ghost_type, element_kind); } /* -------------------------------------------------------------------------- */ void Material::flattenInternalIntern(const std::string & field_id, ElementTypeMapArray & internal_flat, UInt spatial_dimension, const GhostType ghost_type, ElementKind element_kind, const ElementTypeMapArray * element_filter, const Mesh * mesh) const { typedef ElementTypeMapArray::type_iterator iterator; if(element_filter == NULL) element_filter = &(this->element_filter); if(mesh == NULL) mesh = &(this->model->mesh); - iterator tit = mesh->firstType(spatial_dimension, + iterator tit = element_filter->firstType(spatial_dimension, ghost_type, element_kind); - iterator end = mesh->lastType(spatial_dimension, + iterator end = element_filter->lastType(spatial_dimension, ghost_type, element_kind); - std::map *>::const_iterator internal_array = - internal_vectors_real.find(this->getID()+":"+field_id); + for (; tit != end; ++tit) { + ElementType type = *tit; - if (!(internal_array == internal_vectors_real.end() || - internal_array->second->getElementKind() != element_kind)) { + try { + __attribute__((unused)) const Array & src_vect + = this->getArray(field_id, type, ghost_type); + } catch(debug::Exception & e) { + continue; + } - InternalField & internal = *internal_array->second; + const Array & src_vect = this->getArray(field_id, type, ghost_type); + const Array & filter = (*element_filter)(type, ghost_type); + // total number of elements for a given type + UInt nb_element = mesh->getNbElement(type,ghost_type); + // number of filtered elements + UInt nb_element_src = filter.getSize(); + // number of quadrature points per elem + UInt nb_quad_per_elem = 0; // number of data per quadrature point - UInt nb_data_per_quad = internal.getNbComponent(); - - for (; tit != end; ++tit) { - ElementType type = *tit; - // number of quadrature points per elem - UInt nb_quad_per_elem = this->fem->getNbIntegrationPoints(type); - // total number of elements for a given type - UInt nb_element = mesh->getNbElement(type,ghost_type); - - if (!internal_flat.exists(type,ghost_type)) { - internal_flat.alloc(nb_element * nb_quad_per_elem, - nb_data_per_quad, - type, - ghost_type); - } - - try { - __attribute__((unused)) const Array & src_vect - = this->getArray(field_id, type, ghost_type); - } catch(debug::Exception & e) { - continue; - } - - const Array & src_vect = this->getArray(field_id, type, ghost_type); - const Array & filter = (*element_filter)(type, ghost_type); - - // number of filtered elements - UInt nb_element_src = filter.getSize(); - - /// UInt nb_data_per_quad = src_vect.getNbComponent(); + UInt nb_data_per_quad = src_vect.getNbComponent(); + if (!internal_flat.exists(type,ghost_type)) { + internal_flat.alloc(nb_element * nb_quad_per_elem, + nb_data_per_quad, + type, + ghost_type); + } - if (nb_element_src == 0) continue; - nb_quad_per_elem = (src_vect.getSize() / nb_element_src); + if (nb_element_src == 0) continue; + nb_quad_per_elem = (src_vect.getSize() / nb_element_src); - // number of data per element - UInt nb_data = nb_quad_per_elem * src_vect.getNbComponent(); + // number of data per element + UInt nb_data = nb_quad_per_elem * src_vect.getNbComponent(); - Array & dst_vect = internal_flat(type,ghost_type); - dst_vect.resize(nb_element*nb_quad_per_elem); + Array & dst_vect = internal_flat(type,ghost_type); + dst_vect.resize(nb_element*nb_quad_per_elem); - Array::const_scalar_iterator it = filter.begin(); - Array::const_scalar_iterator end = filter.end(); - Array::const_vector_iterator it_src = - src_vect.begin_reinterpret(nb_data, nb_element_src); + Array::const_scalar_iterator it = filter.begin(); + Array::const_scalar_iterator end = filter.end(); + Array::const_vector_iterator it_src = + src_vect.begin_reinterpret(nb_data, nb_element_src); - Array::vector_iterator it_dst = - dst_vect.begin_reinterpret(nb_data, nb_element); + Array::vector_iterator it_dst = + dst_vect.begin_reinterpret(nb_data, nb_element); - for (; it != end ; ++it,++it_src) { - it_dst[*it] = *it_src; - } + for (; it != end ; ++it,++it_src) { + it_dst[*it] = *it_src; } } }; - /* -------------------------------------------------------------------------- */ /// extrapolate internal values void Material::extrapolateInternal(const ID & id, const Element & element, const Matrix & point, Matrix & extrapolated) { if (this->isInternal(id, element.kind)) { UInt nb_element = this->element_filter(element.type, element.ghost_type).getSize(); const ID name = this->getID() + ":" + id; UInt nb_quads = this->internal_vectors_real[name]->getFEEngine().getNbIntegrationPoints(element.type, element.ghost_type); const Array & internal = this->getArray(id, element.type, element.ghost_type); UInt nb_component = internal.getNbComponent(); Array::const_matrix_iterator internal_it = internal.begin_reinterpret(nb_component, nb_quads, nb_element); Element local_element = this->convertToLocalElement(element); /// instead of really extrapolating, here the value of the first GP /// is copied into the result vector. This works only for linear /// elements /// @todo extrapolate!!!! AKANTU_DEBUG_WARNING("This is a fix, values are not truly extrapolated"); const Matrix & values = internal_it[local_element.element]; UInt index = 0; Vector tmp(nb_component); for (UInt j = 0; j < values.cols(); ++j) { tmp = values(j); if (tmp.norm() > 0) { index = j; break; } } for (UInt i = 0; i < extrapolated.size(); ++i) { extrapolated(i) = values(index); } } else { Matrix default_values(extrapolated.rows(), extrapolated.cols(), 0.); extrapolated = default_values; } } /* -------------------------------------------------------------------------- */ void Material::applyEigenGradU(const Matrix & prescribed_eigen_grad_u, const GhostType ghost_type) { ElementTypeMapArray::type_iterator it = this->element_filter.firstType(_all_dimensions, _not_ghost, _ek_not_defined); ElementTypeMapArray::type_iterator end = element_filter.lastType(_all_dimensions, _not_ghost, _ek_not_defined); for(; it != end; ++it) { ElementType type = *it; if (!element_filter(type, ghost_type).getSize()) continue; Array::matrix_iterator eigen_it = this->eigengradu(type, ghost_type).begin(spatial_dimension, spatial_dimension); Array::matrix_iterator eigen_end = this->eigengradu(type, ghost_type).end(spatial_dimension, spatial_dimension); for(; eigen_it != eigen_end; ++eigen_it) { Matrix & current_eigengradu = *eigen_it; current_eigengradu = prescribed_eigen_grad_u; } } } __END_AKANTU__