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structural_mechanics_model.cc
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			/**
			* @file structural_mechanics_model.cc
			*
			* @author Fabian Barras <fabian.barras@epfl.ch>
			* @author Sébastien Hartmann <sebastien.hartmann@epfl.ch>
			* @author Nicolas Richart <nicolas.richart@epfl.ch>
			* @author Damien Spielmann <damien.spielmann@epfl.ch>
			*
			* @date creation: Fri Jul 15 2011
			* @date last modification: Thu Oct 15 2015
			*
			* @brief Model implementation for StucturalMechanics elements
			*
			* @section LICENSE
			*
			* Copyright (©) 2010-2012, 2014, 2015 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 <http://www.gnu.org/licenses/>.
			*
			*/

			/* -------------------------------------------------------------------------- */
			#include "structural_mechanics_model.hh"
			#include "dof_manager.hh"
			#include "sparse_matrix.hh"
			/* -------------------------------------------------------------------------- */

			#ifdef AKANTU_USE_IOHELPER
			#include "dumper_elemental_field.hh"
			#include "dumper_paraview.hh"
			#endif
			/* -------------------------------------------------------------------------- */

			namespace akantu {

			/* -------------------------------------------------------------------------- */
			StructuralMechanicsModel::StructuralMechanicsModel(Mesh & mesh, UInt dim,
			const ID & id,
			const MemoryID & memory_id)
			: Model(mesh, dim, id, memory_id), time_step(NAN), f_m2a(1.0),
			stress("stress", id, memory_id),
			element_material("element_material", id, memory_id),
			set_ID("beam sets", id, memory_id),
			rotation_matrix("rotation_matices", id, memory_id) {
			AKANTU_DEBUG_IN();

			registerFEEngineObject<MyFEEngineType>("StructuralMechanicsFEEngine", mesh,
			spatial_dimension);

			if (spatial_dimension == 2)
			nb_degree_of_freedom = 3;
			else if (spatial_dimension == 3)
			nb_degree_of_freedom = 6;
			else {
			AKANTU_DEBUG_TO_IMPLEMENT();
			}

			#ifdef AKANTU_USE_IOHELPER
			this->mesh.registerDumper<DumperParaview>("paraview_all", id, true);
			#endif
			this->mesh.addDumpMesh(mesh, spatial_dimension, _not_ghost, _ek_structural);

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			StructuralMechanicsModel::~StructuralMechanicsModel() = default;

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::setTimeStep(Real time_step) {
			this->time_step = time_step;

			#if defined(AKANTU_USE_IOHELPER)
			this->mesh.getDumper().setTimeStep(time_step);
			#endif
			}

			/* -------------------------------------------------------------------------- */
			/* Initialisation */
			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::initSolver(
			TimeStepSolverType time_step_solver_type, NonLinearSolverType) {
			AKANTU_DEBUG_IN();

			this->allocNodalField(displacement_rotation, nb_degree_of_freedom,
			"displacement");
			this->allocNodalField(external_force_momentum, nb_degree_of_freedom,
			"external_force");
			this->allocNodalField(internal_force_momentum, nb_degree_of_freedom,
			"internal_force");
			this->allocNodalField(blocked_dofs, spatial_dimension, "blocked_dofs");

			auto & dof_manager = this->getDOFManager();

			if (!dof_manager.hasDOFs("displacement")) {
			dof_manager.registerDOFs("displacement", *displacement_rotation,
			_dst_nodal);
			dof_manager.registerBlockedDOFs("displacement", *this->blocked_dofs);
			}

			if (time_step_solver_type == _tsst_dynamic \|\|
			time_step_solver_type == _tsst_dynamic_lumped) {
			this->allocNodalField(velocity, spatial_dimension, "velocity");
			this->allocNodalField(acceleration, spatial_dimension, "acceleration");

			if (!dof_manager.hasDOFsDerivatives("displacement", 1)) {
			dof_manager.registerDOFsDerivative("displacement", 1, *this->velocity);
			dof_manager.registerDOFsDerivative("displacement", 2,
			*this->acceleration);
			}
			}

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::initModel() {
			for (auto && type :
			mesh.elementTypes(spatial_dimension, _not_ghost, _ek_structural)) {
			computeRotationMatrix(type);
			}

			getFEEngine().initShapeFunctions(_not_ghost);
			getFEEngine().initShapeFunctions(_ghost);
			}

			/* -------------------------------------------------------------------------- */
			UInt StructuralMechanicsModel::getTangentStiffnessVoigtSize(
			const ElementType & type) {
			UInt size;
			#define GET_TANGENT_STIFFNESS_VOIGT_SIZE(type) \
			size = getTangentStiffnessVoigtSize<type>();

			AKANTU_BOOST_STRUCTURAL_ELEMENT_SWITCH(GET_TANGENT_STIFFNESS_VOIGT_SIZE);
			#undef GET_TANGENT_STIFFNESS_VOIGT_SIZE

			return size;
			}

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::assembleStiffnessMatrix() {
			AKANTU_DEBUG_IN();

			getDOFManager().getMatrix("K").clear();

			for (auto & type : mesh.elementTypes(_spatial_dimension = spatial_dimension,
			_element_kind = _ek_structural)) {
			#define ASSEMBLE_STIFFNESS_MATRIX(type) assembleStiffnessMatrix<type>();

			AKANTU_BOOST_STRUCTURAL_ELEMENT_SWITCH(ASSEMBLE_STIFFNESS_MATRIX);
			#undef ASSEMBLE_STIFFNESS_MATRIX
			}

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::computeStresses() {
			AKANTU_DEBUG_IN();

			for (auto & type : mesh.elementTypes(_spatial_dimension = spatial_dimension,
			_element_kind = _ek_structural)) {

			#define COMPUTE_STRESS_ON_QUAD(type) computeStressOnQuad<type>();

			AKANTU_BOOST_STRUCTURAL_ELEMENT_SWITCH(COMPUTE_STRESS_ON_QUAD);
			#undef COMPUTE_STRESS_ON_QUAD
			}

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::updateResidual() {
			AKANTU_DEBUG_IN();

			auto & K = getDOFManager().getMatrix("K");

			internal_force_momentum->clear();
			K.matVecMul(displacement_rotation, internal_force_momentum);
			internal_force_momentum = -1.;

			getDOFManager().assembleToResidual("displacement", *external_force_momentum,
			1.);

			getDOFManager().assembleToResidual("displacement", *internal_force_momentum,
			1.);

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			void StructuralMechanicsModel::computeRotationMatrix(const ElementType & type) {
			Mesh & mesh = getFEEngine().getMesh();

			UInt nb_nodes_per_element = Mesh::getNbNodesPerElement(type);
			UInt nb_element = mesh.getNbElement(type);

			if (!rotation_matrix.exists(type)) {
			rotation_matrix.alloc(nb_element,
			nb_degree_of_freedom * nb_nodes_per_element *
			nb_degree_of_freedom * nb_nodes_per_element,
			type);
			} else {
			rotation_matrix(type).resize(nb_element);
			}
			rotation_matrix(type).clear();

			Array<Real> rotations(nb_element,
			nb_degree_of_freedom * nb_degree_of_freedom);
			rotations.clear();

			#define COMPUTE_ROTATION_MATRIX(type) computeRotationMatrix<type>(rotations);

			AKANTU_BOOST_STRUCTURAL_ELEMENT_SWITCH(COMPUTE_ROTATION_MATRIX);
			#undef COMPUTE_ROTATION_MATRIX

			auto R_it = rotations.begin(nb_degree_of_freedom, nb_degree_of_freedom);
			auto T_it =
			rotation_matrix(type).begin(nb_degree_of_freedom * nb_nodes_per_element,
			nb_degree_of_freedom * nb_nodes_per_element);

			for (UInt el = 0; el < nb_element; ++el, ++R_it, ++T_it) {
			auto & T = *T_it;
			auto & R = *R_it;
			T.clear();
			for (UInt k = 0; k < nb_nodes_per_element; ++k) {
			for (UInt i = 0; i < nb_degree_of_freedom; ++i)
			for (UInt j = 0; j < nb_degree_of_freedom; ++j)
			T(k * nb_degree_of_freedom + i, k * nb_degree_of_freedom + j) =
			R(i, j);
			}
			}
			}

			/* -------------------------------------------------------------------------- */
			dumper::Field * StructuralMechanicsModel::createNodalFieldBool(
			const std::string & field_name, const std::string & group_name,
			__attribute__((unused)) bool padding_flag) {

			std::map<std::string, Array<bool> *> uint_nodal_fields;
			uint_nodal_fields["blocked_dofs"] = blocked_dofs;

			dumper::Field * field = NULL;
			field = mesh.createNodalField(uint_nodal_fields[field_name], group_name);
			return field;
			}

			/* -------------------------------------------------------------------------- */
			dumper::Field *
			StructuralMechanicsModel::createNodalFieldReal(const std::string & field_name,
			const std::string & group_name,
			bool padding_flag) {

			UInt n;
			if (spatial_dimension == 2) {
			n = 2;
			} else
			n = 3;

			if (field_name == "displacement") {
			return mesh.createStridedNodalField(displacement_rotation, group_name, n, 0,
			padding_flag);
			}

			if (field_name == "rotation") {
			return mesh.createStridedNodalField(displacement_rotation, group_name,
			nb_degree_of_freedom - n, n,
			padding_flag);
			}

			if (field_name == "force") {
			return mesh.createStridedNodalField(external_force_momentum, group_name, n,
			0, padding_flag);
			}

			if (field_name == "momentum") {
			return mesh.createStridedNodalField(external_force_momentum, group_name,
			nb_degree_of_freedom - n, n,
			padding_flag);
			}

			if (field_name == "internal_force") {
			return mesh.createStridedNodalField(internal_force_momentum, group_name, n,
			0, padding_flag);
			}

			if (field_name == "internal_momentum") {
			return mesh.createStridedNodalField(internal_force_momentum, group_name,
			nb_degree_of_freedom - n, n,
			padding_flag);
			}

			return nullptr;
			}

			/* -------------------------------------------------------------------------- */
			dumper::Field * StructuralMechanicsModel::createElementalField(
			const std::string & field_name, const std::string & group_name, bool,
			const ElementKind & kind, const std::string &) {

			dumper::Field * field = NULL;

			if (field_name == "element_index_by_material")
			field = mesh.createElementalField<UInt, Vector, dumper::ElementalField>(
			field_name, group_name, this->spatial_dimension, kind);

			return field;
			}

			/* -------------------------------------------------------------------------- */

			} // namespace akantu

rAKA/src/model/structural_mechanics/structural_mechanics_model.cc1c167adfdebbbugfixes/google-test…

structural_mechanics_model.ccView Options

rAKA/src/model/structural_mechanics/structural_mechanics_model.cc
1c167adfdebbbugfixes/google-test…

structural_mechanics_model.cc
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