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test_material_damage_iterative_non_local_parallel.cc
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			/**
			* @file test_material_damage_iterative_non_local_parallel.cc
			* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
			* @date Thu Nov 26 12:20:15 2015
			*
			* @brief test the material damage iterative non local in parallel
			*
			* @section LICENSE
			*
			* Copyright (©) 2010-2011 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 "material_damage_iterative.hh"
			#include "solid_mechanics_model.hh"
			/* -------------------------------------------------------------------------- */
			using namespace akantu;

			bool checkDisplacement(SolidMechanicsModel & model,
			ElementType type,
			std::ofstream & error_output,
			UInt step,
			bool barycenters);

			/* -------------------------------------------------------------------------- */
			/* Main */
			/* -------------------------------------------------------------------------- */
			int main(int argc, char *argv[]) {

			debug::setDebugLevel(dblWarning);
			ElementType element_type = _triangle_3;

			initialize("two_materials.dat" ,argc, argv);

			const UInt spatial_dimension = 2;
			StaticCommunicator & comm = akantu::StaticCommunicator::getStaticCommunicator();
			Int psize = comm.getNbProc();
			Int prank = comm.whoAmI();

			/// read the mesh and partion it
			Mesh mesh(spatial_dimension);
			akantu::MeshPartition * partition = NULL;

			if(prank == 0) {

			mesh.read("one_circular_inclusion.msh");

			/// partition the mesh
			partition = new MeshPartitionScotch(mesh, spatial_dimension);

			partition->partitionate(psize);
			}

			/// model creation
			SolidMechanicsModel model(mesh);
			model.initParallel(partition);
			delete partition;


			/// assign the material
			MeshDataMaterialSelector<std::string> * mat_selector;
			mat_selector = new MeshDataMaterialSelector<std::string>("physical_names", model);
			model.setMaterialSelector(*mat_selector);
			mesh.createGroupsFromMeshData<std::string>("physical_names"); // creates groups from mesh names
			/// initialization of the model
			model.initFull(SolidMechanicsModelOptions(_static));

			/// boundary conditions
			/// Dirichlet BC
			model.applyBC(BC::Dirichlet::FixedValue(0, _x), "left");
			model.applyBC(BC::Dirichlet::FixedValue(0, _y), "bottom");
			model.applyBC(BC::Dirichlet::FixedValue(2., _y), "top");

			/// add fields that should be dumped
			model.setBaseName("material_damage_iterative_test");
			model.addDumpFieldVector("displacement");;
			model.addDumpField("stress");
			model.addDumpField("blocked_dofs");
			model.addDumpField("residual");
			model.addDumpField("grad_u");
			model.addDumpField("damage");
			model.addDumpField("partitions");
			model.addDumpField("material_index");
			model.addDumpField("Sc");
			model.addDumpField("force");
			model.addDumpField("equivalent_stress");

			model.dump();

			std::stringstream error_stream;
			error_stream << "error" << ".csv";
			std::ofstream error_output;
			error_output.open(error_stream.str().c_str());
			error_output << "# Step, Average, Max, Min" << std::endl;

			checkDisplacement(model, element_type, error_output, 0, true);

			MaterialDamageIterative<spatial_dimension> & aggregate = dynamic_cast<MaterialDamageIterative<spatial_dimension> & >(model.getMaterial(0));
			MaterialDamageIterative<spatial_dimension> & paste = dynamic_cast<MaterialDamageIterative<spatial_dimension> & >(model.getMaterial(1));

			Real error;
			bool converged = false;
			UInt nb_damaged_elements = 0;
			Real max_eq_stress_agg = 0;
			Real max_eq_stress_paste = 0;

			/// solve the system
			converged = model.solveStep<_scm_newton_raphson_tangent_modified, _scc_increment>(1e-12, error, 2);

			if (converged == false) {
			std::cout << "The error is: " << error << std::endl;
			AKANTU_DEBUG_ASSERT(converged, "Did not converge");
			}

			if (!checkDisplacement(model, element_type, error_output, 1, false)) {
			finalize();
			return EXIT_FAILURE;
			}

			model.dump();

			/// get the maximum equivalent stress in both materials
			max_eq_stress_agg = aggregate.getNormMaxEquivalentStress();
			max_eq_stress_paste = paste.getNormMaxEquivalentStress();

			nb_damaged_elements = 0;
			if (max_eq_stress_agg > max_eq_stress_paste)
			nb_damaged_elements = aggregate.updateDamage();
			else
			nb_damaged_elements = paste.updateDamage();

			if (prank == 0 && nb_damaged_elements)
			std::cout << nb_damaged_elements << " elements damaged" << std::endl;

			/// resolve the system
			converged = model.solveStep<_scm_newton_raphson_tangent_modified, _scc_increment>(1e-12, error, 2);

			if (converged == false) {
			std::cout << "The error is: " << error << std::endl;
			AKANTU_DEBUG_ASSERT(converged, "Did not converge");
			}


			if (!checkDisplacement(model, element_type, error_output, 2, false)) {
			finalize();
			return EXIT_FAILURE;
			}

			model.dump();

			finalize();

			return EXIT_SUCCESS;
			}

			/* -------------------------------------------------------------------------- */
			bool checkDisplacement(SolidMechanicsModel & model,
			ElementType type,
			std::ofstream & error_output,
			UInt step,
			bool barycenters) {

			Mesh & mesh = model.getMesh();
			UInt spatial_dimension = mesh.getSpatialDimension();
			const Array<UInt> & connectivity = mesh.getConnectivity(type);
			const Array<Real> & displacement = model.getDisplacement();
			UInt nb_element = mesh.getNbElement(type);
			UInt nb_nodes_per_elem = Mesh::getNbNodesPerElement(type);

			StaticCommunicator & comm = StaticCommunicator::getStaticCommunicator();
			Int psize = comm.getNbProc();
			Int prank = comm.whoAmI();

			if (psize == 1) {
			std::stringstream displacement_file;
			displacement_file << "displacement/displacement_"
			<< std::setfill('0') << std::setw(6)
			<< step;
			std::ofstream displacement_output;
			displacement_output.open(displacement_file.str().c_str());

			for (UInt el = 0; el < nb_element; ++el) {
			for (UInt n = 0; n < nb_nodes_per_elem; ++n) {
			UInt node = connectivity(el, n);

			for (UInt dim = 0; dim < spatial_dimension; ++dim) {
			displacement_output << std::setprecision(15)
			<< displacement(node, dim) << " ";
			}
			displacement_output << std::endl;
			}
			}

			displacement_output.close();

			if (barycenters) {
			std::stringstream barycenter_file;
			barycenter_file << "displacement/barycenters";
			std::ofstream barycenter_output;
			barycenter_output.open(barycenter_file.str().c_str());

			Element element(type, 0);
			Vector<Real> bary(spatial_dimension);

			for (UInt el = 0; el < nb_element; ++el) {
			element.element = el;
			mesh.getBarycenter(element, bary);

			for (UInt dim = 0; dim < spatial_dimension; ++dim) {
			barycenter_output << std::setprecision(15)
			<< bary(dim) << " ";
			}
			barycenter_output << std::endl;
			}

			barycenter_output.close();
			}
			}
			else {

			if (barycenters) return true;

			/// read data
			std::stringstream displacement_file;
			displacement_file << "displacement/displacement_"
			<< std::setfill('0') << std::setw(6)
			<< step;
			std::ifstream displacement_input;
			displacement_input.open(displacement_file.str().c_str());

			Array<Real> displacement_serial(0, spatial_dimension);
			Vector<Real> disp_tmp(spatial_dimension);

			while (displacement_input.good()) {
			for (UInt i = 0; i < spatial_dimension; ++i)
			displacement_input >> disp_tmp(i);

			displacement_serial.push_back(disp_tmp);
			}

			std::stringstream barycenter_file;
			barycenter_file << "displacement/barycenters";
			std::ifstream barycenter_input;
			barycenter_input.open(barycenter_file.str().c_str());

			Array<Real> barycenter_serial(0, spatial_dimension);

			while (barycenter_input.good()) {
			for (UInt dim = 0; dim < spatial_dimension; ++dim)
			barycenter_input >> disp_tmp(dim);

			barycenter_serial.push_back(disp_tmp);
			}

			Element element(type, 0);
			Vector<Real> bary(spatial_dimension);

			Array<Real>::iterator<Vector<Real> > it;
			Array<Real>::iterator<Vector<Real> > begin
			= barycenter_serial.begin(spatial_dimension);
			Array<Real>::iterator<Vector<Real> > end
			= barycenter_serial.end(spatial_dimension);

			Array<Real>::const_iterator<Vector<Real> > disp_it;
			Array<Real>::iterator<Vector<Real> > disp_serial_it;

			Vector<Real> difference(spatial_dimension);
			Array<Real> error;

			/// compute error
			for (UInt el = 0; el < nb_element; ++el) {
			element.element = el;
			mesh.getBarycenter(element, bary);

			/// find element
			for (it = begin; it != end; ++it) {
			UInt matched_dim = 0;

			while (matched_dim < spatial_dimension &&
			Math::are_float_equal(bary(matched_dim), (*it)(matched_dim)))
			++matched_dim;

			if (matched_dim == spatial_dimension) break;
			}

			if (it == end) {
			std::cout << "Element barycenter not found!" << std::endl;
			return false;
			}

			UInt matched_el = it - begin;

			disp_serial_it = displacement_serial.begin(spatial_dimension)
			+ matched_el * nb_nodes_per_elem;

			for (UInt n = 0; n < nb_nodes_per_elem; ++n, ++disp_serial_it) {
			UInt node = connectivity(el, n);
			if (!mesh.isLocalOrMasterNode(node)) continue;

			disp_it = displacement.begin(spatial_dimension) + node;

			difference = *disp_it;
			difference -= *disp_serial_it;

			error.push_back(difference.norm());
			}
			}

			/// compute average error
			Real average_error = std::accumulate(error.begin(), error.end(), 0.);
			comm.allReduce(&average_error, 1, _so_sum);

			UInt error_size = error.getSize();
			comm.allReduce(&error_size, 1, _so_sum);

			average_error /= error_size;

			/// compute maximum and minimum
			Real max_error = *std::max_element(error.begin(), error.end());
			comm.allReduce(&max_error, 1, _so_max);

			Real min_error = *std::min_element(error.begin(), error.end());
			comm.allReduce(&min_error, 1, _so_min);

			/// output data
			if (prank == 0) {
			error_output << step << ", "
			<< average_error << ", "
			<< max_error << ", "
			<< min_error << std::endl;
			}

			if (max_error > 1.e-9) {
			std::cout << "Displacement error of " << max_error << " is too big!" << std::endl;
			return false;
			}
			}

			return true;
			}

rAKA/test/test_material_damage/test_material_damage_iterative_non_local_parallel.cc2162c5e14681features/quad_point_syn…

test_material_damage_iterative_non_local_parallel.ccView Options

rAKA/test/test_material_damage/test_material_damage_iterative_non_local_parallel.cc
2162c5e14681features/quad_point_syn…

test_material_damage_iterative_non_local_parallel.cc
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