Diffusion akantu (bugfixes/41-group-not-properly-updated-when-cohesive-elements-are-inserted) Browse

41-group-not…

material_inline_impl.cc
View Options

			/**
			* @file material_inline_impl.cc
			*
			* @author Daniel Pino Muñoz <daniel.pinomunoz@epfl.ch>
			* @author Nicolas Richart <nicolas.richart@epfl.ch>
			* @author Marco Vocialta <marco.vocialta@epfl.ch>
			*
			* @date creation: Tue Jul 27 2010
			* @date last modification: Wed Nov 25 2015
			*
			* @brief Implementation of the inline functions of the class material
			*
			* @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 "solid_mechanics_model.hh"
			/* -------------------------------------------------------------------------- */

			#ifndef __AKANTU_MATERIAL_INLINE_IMPL_CC__
			#define __AKANTU_MATERIAL_INLINE_IMPL_CC__

			namespace akantu {

			/* -------------------------------------------------------------------------- */
			inline UInt Material::addElement(const ElementType & type, UInt element,
			const GhostType & ghost_type) {
			Array<UInt> & el_filter = this->element_filter(type, ghost_type);
			el_filter.push_back(element);
			return el_filter.size() - 1;
			}

			/* -------------------------------------------------------------------------- */
			inline UInt Material::addElement(const Element & element) {
			return this->addElement(element.type, element.element, element.ghost_type);
			}

			/* -------------------------------------------------------------------------- */
			inline UInt Material::getTangentStiffnessVoigtSize(UInt dim) const {
			return (dim * (dim - 1) / 2 + dim);
			}
			/* -------------------------------------------------------------------------- */
			inline UInt Material::getCauchyStressMatrixSize(UInt dim) const {
			return (dim * dim);
			}
			/* -------------------------------------------------------------------------- */
			template <UInt dim>
			inline void Material::gradUToF(const Matrix<Real> & grad_u, Matrix<Real> & F) {
			AKANTU_DEBUG_ASSERT(F.size() >= grad_u.size() && grad_u.size() == dim * dim,
			"The dimension of the tensor F should be greater or "
			"equal to the dimension of the tensor grad_u.");

			F.eye();

			for (UInt i = 0; i < dim; ++i)
			for (UInt j = 0; j < dim; ++j)
			F(i, j) += grad_u(i, j);
			}

			/* -------------------------------------------------------------------------- */
			template <UInt dim>
			inline void Material::computeCauchyStressOnQuad(const Matrix<Real> & F,
			const Matrix<Real> & piola,
			Matrix<Real> & sigma,
			const Real & C33) const {

			Real J = F.det() * sqrt(C33);

			Matrix<Real> F_S(dim, dim);
			F_S.mul<false, false>(F, piola);
			Real constant = J ? 1. / J : 0;
			sigma.mul<false, true>(F_S, F, constant);
			}

			/* -------------------------------------------------------------------------- */
			inline void Material::rightCauchy(const Matrix<Real> & F, Matrix<Real> & C) {
			C.mul<true, false>(F, F);
			}

			/* -------------------------------------------------------------------------- */
			inline void Material::leftCauchy(const Matrix<Real> & F, Matrix<Real> & B) {
			B.mul<false, true>(F, F);
			}

			/* -------------------------------------------------------------------------- */
			template <UInt dim>
			inline void Material::gradUToEpsilon(const Matrix<Real> & grad_u,
			Matrix<Real> & epsilon) {
			for (UInt i = 0; i < dim; ++i)
			for (UInt j = 0; j < dim; ++j)
			epsilon(i, j) = 0.5 * (grad_u(i, j) + grad_u(j, i));
			}

			/* -------------------------------------------------------------------------- */
			template <UInt dim>
			inline void Material::gradUToGreenStrain(const Matrix<Real> & grad_u,
			Matrix<Real> & epsilon) {
			epsilon.mul<true, false>(grad_u, grad_u, .5);

			for (UInt i = 0; i < dim; ++i)
			for (UInt j = 0; j < dim; ++j)
			epsilon(i, j) += 0.5 * (grad_u(i, j) + grad_u(j, i));
			}

			/* -------------------------------------------------------------------------- */
			inline Real Material::stressToVonMises(const Matrix<Real> & stress) {
			// compute deviatoric stress
			UInt dim = stress.cols();
			Matrix<Real> deviatoric_stress =
			Matrix<Real>::eye(dim, -1. * stress.trace() / 3.);

			for (UInt i = 0; i < dim; ++i)
			for (UInt j = 0; j < dim; ++j)
			deviatoric_stress(i, j) += stress(i, j);

			// return Von Mises stress
			return std::sqrt(3. * deviatoric_stress.doubleDot(deviatoric_stress) / 2.);
			}

			/* ---------------------------------------------------------------------------*/
			template <UInt dim>
			inline void Material::setCauchyStressArray(const Matrix<Real> & S_t,
			Matrix<Real> & sigma_voight) {
			AKANTU_DEBUG_IN();
			sigma_voight.clear();
			// see Finite ekement formulations for large deformation dynamic analysis,
			// Bathe et al. IJNME vol 9, 1975, page 364 ^t\tau

			/*
			* 1d: [ s11 ]'
			* 2d: [ s11 s22 s12 ]'
			* 3d: [ s11 s22 s33 s23 s13 s12 ]
			*/
			for (UInt i = 0; i < dim; ++i) // diagonal terms
			sigma_voight(i, 0) = S_t(i, i);

			for (UInt i = 1; i < dim; ++i) // term s12 in 2D and terms s23 s13 in 3D
			sigma_voight(dim + i - 1, 0) = S_t(dim - i - 1, dim - 1);

			for (UInt i = 2; i < dim; ++i) // term s13 in 3D
			sigma_voight(dim + i, 0) = S_t(0, 1);

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			template <UInt dim>
			inline void Material::setCauchyStressMatrix(const Matrix<Real> & S_t,
			Matrix<Real> & sigma) {
			AKANTU_DEBUG_IN();

			sigma.clear();

			/// see Finite ekement formulations for large deformation dynamic analysis,
			/// Bathe et al. IJNME vol 9, 1975, page 364 ^t\tau
			for (UInt i = 0; i < dim; ++i) {
			for (UInt m = 0; m < dim; ++m) {
			for (UInt n = 0; n < dim; ++n) {
			sigma(i * dim + m, i * dim + n) = S_t(m, n);
			}
			}
			}

			AKANTU_DEBUG_OUT();
			}

			/* -------------------------------------------------------------------------- */
			inline Element
			Material::convertToLocalElement(const Element & global_element) const {
			UInt ge = global_element.element;
			#ifndef AKANTU_NDEBUG
			UInt model_mat_index = this->model.getMaterialByElement(
			global_element.type, global_element.ghost_type)(ge);

			UInt mat_index = this->model.getMaterialIndex(this->name);
			AKANTU_DEBUG_ASSERT(model_mat_index == mat_index,
			"Conversion of a global element in a local element for "
			"the wrong material "
			<< this->name << std::endl);
			#endif
			UInt le = this->model.getMaterialLocalNumbering(
			global_element.type, global_element.ghost_type)(ge);

			Element tmp_quad{global_element.type, le, global_element.ghost_type};
			return tmp_quad;
			}

			/* -------------------------------------------------------------------------- */
			inline Element
			Material::convertToGlobalElement(const Element & local_element) const {
			UInt le = local_element.element;
			UInt ge =
			this->element_filter(local_element.type, local_element.ghost_type)(le);

			Element tmp_quad{local_element.type, ge, local_element.ghost_type};
			return tmp_quad;
			}

			/* -------------------------------------------------------------------------- */
			inline IntegrationPoint
			Material::convertToLocalPoint(const IntegrationPoint & global_point) const {
			const FEEngine & fem = this->model.getFEEngine();
			UInt nb_quad = fem.getNbIntegrationPoints(global_point.type);
			Element el =
			this->convertToLocalElement(static_cast<const Element &>(global_point));
			IntegrationPoint tmp_quad(el, global_point.num_point, nb_quad);
			return tmp_quad;
			}

			/* -------------------------------------------------------------------------- */
			inline IntegrationPoint
			Material::convertToGlobalPoint(const IntegrationPoint & local_point) const {
			const FEEngine & fem = this->model.getFEEngine();
			UInt nb_quad = fem.getNbIntegrationPoints(local_point.type);
			Element el =
			this->convertToGlobalElement(static_cast<const Element &>(local_point));
			IntegrationPoint tmp_quad(el, local_point.num_point, nb_quad);
			return tmp_quad;
			}

			/* -------------------------------------------------------------------------- */
			inline UInt Material::getNbData(const Array<Element> & elements,
			const SynchronizationTag & tag) const {
			if (tag == _gst_smm_stress) {
			return (this->isFiniteDeformation() ? 3 : 1) * spatial_dimension *
			spatial_dimension * sizeof(Real) *
			this->getModel().getNbIntegrationPoints(elements);
			}
			return 0;
			}

			/* -------------------------------------------------------------------------- */
			inline void Material::packData(CommunicationBuffer & buffer,
			const Array<Element> & elements,
			const SynchronizationTag & tag) const {
			if (tag == _gst_smm_stress) {
			if (this->isFiniteDeformation()) {
			packElementDataHelper(piola_kirchhoff_2, buffer, elements);
			packElementDataHelper(gradu, buffer, elements);
			}
			packElementDataHelper(stress, buffer, elements);
			}
			}

			/* -------------------------------------------------------------------------- */
			inline void Material::unpackData(CommunicationBuffer & buffer,
			const Array<Element> & elements,
			const SynchronizationTag & tag) {
			if (tag == _gst_smm_stress) {
			if (this->isFiniteDeformation()) {
			unpackElementDataHelper(piola_kirchhoff_2, buffer, elements);
			unpackElementDataHelper(gradu, buffer, elements);
			}
			unpackElementDataHelper(stress, buffer, elements);
			}
			}

			/* -------------------------------------------------------------------------- */
			inline const Parameter & Material::getParam(const ID & param) const {
			try {
			return get(param);
			} catch (...) {
			AKANTU_EXCEPTION("No parameter " << param << " in the material "
			<< getID());
			}
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			inline void Material::setParam(const ID & param, T value) {
			try {
			set<T>(param, value);
			} catch (...) {
			AKANTU_EXCEPTION("No parameter " << param << " in the material "
			<< getID());
			}
			updateInternalParameters();
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			inline void Material::packElementDataHelper(
			const ElementTypeMapArray<T> & data_to_pack, CommunicationBuffer & buffer,
			const Array<Element> & elements, const ID & fem_id) const {
			DataAccessor::packElementalDataHelper<T>(data_to_pack, buffer, elements, true,
			model.getFEEngine(fem_id));
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			inline void Material::unpackElementDataHelper(
			ElementTypeMapArray<T> & data_to_unpack, CommunicationBuffer & buffer,
			const Array<Element> & elements, const ID & fem_id) {
			DataAccessor::unpackElementalDataHelper<T>(data_to_unpack, buffer, elements,
			true, model.getFEEngine(fem_id));
			}

			/* -------------------------------------------------------------------------- */
			template <>
			inline void Material::registerInternal<Real>(InternalField<Real> & vect) {
			internal_vectors_real[vect.getID()] = &vect;
			}

			template <>
			inline void Material::registerInternal<UInt>(InternalField<UInt> & vect) {
			internal_vectors_uint[vect.getID()] = &vect;
			}

			template <>
			inline void Material::registerInternal<bool>(InternalField<bool> & vect) {
			internal_vectors_bool[vect.getID()] = &vect;
			}

			/* -------------------------------------------------------------------------- */
			template <>
			inline void Material::unregisterInternal<Real>(InternalField<Real> & vect) {
			internal_vectors_real.erase(vect.getID());
			}

			template <>
			inline void Material::unregisterInternal<UInt>(InternalField<UInt> & vect) {
			internal_vectors_uint.erase(vect.getID());
			}

			template <>
			inline void Material::unregisterInternal<bool>(InternalField<bool> & vect) {
			internal_vectors_bool.erase(vect.getID());
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			inline bool Material::isInternal(__attribute__((unused)) const ID & id,
			__attribute__((unused)) const ElementKind & element_kind) const {
			AKANTU_DEBUG_TO_IMPLEMENT();
			}

			template <>
			inline bool Material::isInternal<Real>(const ID & id,
			const ElementKind & element_kind) const {
			auto internal_array = internal_vectors_real.find(this->getID() + ":" + id);

			if (internal_array == internal_vectors_real.end() \|\|
			internal_array->second->getElementKind() != element_kind)
			return false;
			return true;
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			inline ElementTypeMap<UInt>
			Material::getInternalDataPerElem(const ID & field_id,
			const ElementKind & element_kind) const {

			if (!this->template isInternal<T>(field_id, element_kind))
			AKANTU_EXCEPTION("Cannot find internal field " << id << " in material "
			<< this->name);

			const InternalField<T> & internal_field =
			this->template getInternal<T>(field_id);
			const FEEngine & fe_engine = internal_field.getFEEngine();
			UInt nb_data_per_quad = internal_field.getNbComponent();

			ElementTypeMap<UInt> res;
			for (ghost_type_t::iterator gt = ghost_type_t::begin();
			gt != ghost_type_t::end(); ++gt) {

			using type_iterator = typename InternalField<T>::type_iterator;
			type_iterator tit = internal_field.firstType(*gt);
			type_iterator tend = internal_field.lastType(*gt);

			for (; tit != tend; ++tit) {
			UInt nb_quadrature_points = fe_engine.getNbIntegrationPoints(tit, gt);
			res(tit, gt) = nb_data_per_quad * nb_quadrature_points;
			}
			}
			return res;
			}

			/* -------------------------------------------------------------------------- */
			template <typename T>
			void Material::flattenInternal(const std::string & field_id,
			ElementTypeMapArray<T> & internal_flat,
			const GhostType ghost_type,
			ElementKind element_kind) const {

			if (!this->template isInternal<T>(field_id, element_kind))
			AKANTU_EXCEPTION("Cannot find internal field " << id << " in material "
			<< this->name);

			const InternalField<T> & internal_field =
			this->template getInternal<T>(field_id);

			const FEEngine & fe_engine = internal_field.getFEEngine();
			const Mesh & mesh = fe_engine.getMesh();

			using type_iterator = typename InternalField<T>::filter_type_iterator;
			type_iterator tit = internal_field.filterFirstType(ghost_type);
			type_iterator tend = internal_field.filterLastType(ghost_type);

			for (; tit != tend; ++tit) {
			ElementType type = *tit;

			const Array<Real> & src_vect = internal_field(type, ghost_type);
			const Array<UInt> & filter = internal_field.getFilter(type, ghost_type);

			// total number of elements in the corresponding mesh
			UInt nb_element_dst = mesh.getNbElement(type, ghost_type);
			// number of element in the internal field
			UInt nb_element_src = filter.size();
			// number of quadrature points per elem
			UInt nb_quad_per_elem = fe_engine.getNbIntegrationPoints(type);
			// number of data per quadrature point
			UInt nb_data_per_quad = internal_field.getNbComponent();

			if (!internal_flat.exists(type, ghost_type)) {
			internal_flat.alloc(nb_element_dst * nb_quad_per_elem, nb_data_per_quad,
			type, ghost_type);
			}

			if (nb_element_src == 0)
			continue;

			// number of data per element
			UInt nb_data = nb_quad_per_elem * nb_data_per_quad;

			Array<Real> & dst_vect = internal_flat(type, ghost_type);
			dst_vect.resize(nb_element_dst * nb_quad_per_elem);

			Array<UInt>::const_scalar_iterator it = filter.begin();
			Array<UInt>::const_scalar_iterator end = filter.end();

			Array<Real>::const_vector_iterator it_src =
			src_vect.begin_reinterpret(nb_data, nb_element_src);
			Array<Real>::vector_iterator it_dst =
			dst_vect.begin_reinterpret(nb_data, nb_element_dst);

			for (; it != end; ++it, ++it_src) {
			it_dst[it] = it_src;
			}
			}
			}

			} // akantu

			#endif /* __AKANTU_MATERIAL_INLINE_IMPL_CC__ */

rAKA/src/model/solid_mechanics/material_inline_impl.cc9377d123dea2bugfixes/41-group-not…

material_inline_impl.ccView Options

rAKA/src/model/solid_mechanics/material_inline_impl.cc
9377d123dea2bugfixes/41-group-not…

material_inline_impl.cc
View Options