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structural_mechanics_model.hh
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			/**
			* @file structural_mechanics_model.hh
			*
			* @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 Jan 21 2016
			*
			* @brief Particular implementation of the structural elements in the
			* StructuralMechanicsModel
			*
			* @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/>.
			*
			*/

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

			#ifndef __AKANTU_STRUCTURAL_MECHANICS_MODEL_HH__
			#define __AKANTU_STRUCTURAL_MECHANICS_MODEL_HH__

			/* -------------------------------------------------------------------------- */
			#include "aka_common.hh"
			#include "model.hh"
			#include "integrator_gauss.hh"
			#include "shape_linked.hh"
			#include "aka_types.hh"
			#include "dumpable.hh"
			#include "solver.hh"
			#include "integration_scheme_2nd_order.hh"

			/* -------------------------------------------------------------------------- */
			namespace akantu {
			class SparseMatrix;
			}

			namespace akantu {

			struct StructuralMaterial {
			Real E;
			Real A;
			Real I;
			Real Iz;
			Real Iy;
			Real GJ;
			Real rho;
			Real t;
			Real nu;
			};

			struct StructuralMechanicsModelOptions : public ModelOptions {
			StructuralMechanicsModelOptions(AnalysisMethod analysis_method = _static)
			: analysis_method(analysis_method) {}
			AnalysisMethod analysis_method;
			};

			extern const StructuralMechanicsModelOptions
			default_structural_mechanics_model_options;

			class StructuralMechanicsModel : public Model {
			/* ------------------------------------------------------------------------ */
			/* Constructors/Destructors */
			/* ------------------------------------------------------------------------ */
			public:
			typedef FEEngineTemplate<IntegratorGauss, ShapeLinked, _ek_structural>
			MyFEEngineType;

			StructuralMechanicsModel(Mesh & mesh,
			UInt spatial_dimension = _all_dimensions,
			const ID & id = "structural_mechanics_model",
			const MemoryID & memory_id = 0);

			virtual ~StructuralMechanicsModel();

			/* ------------------------------------------------------------------------ */
			/* Methods */
			/* ------------------------------------------------------------------------ */
			public:
			/// initialize fully the model
			void initFull(const ModelOptions & options =
			default_structural_mechanics_model_options);

			/// initialize the internal vectors
			void initArrays();

			/// initialize the model
			void initModel();

			/// initialize the solver
			void initSolver(SolverOptions & options = _solver_no_options);

			/// initialize the stuff for the implicit solver
			void initImplicit(bool dynamic = false,
			SolverOptions & solver_options = _solver_no_options);

			/// compute the stresses per elements
			void computeStresses();

			/// assemble the stiffness matrix
			void assembleStiffnessMatrix();

			/// assemble the mass matrix for consistent mass resolutions
			void assembleMass();

			/// implicit time integration predictor
			void implicitPred();

			/// implicit time integration corrector
			void implicitCorr();

			/// update the residual vector
			void updateResidual();

			/// solve the system
			void solve();

			bool testConvergenceIncrement(Real tolerance);
			bool testConvergenceIncrement(Real tolerance, Real & error);

			void computeRotationMatrix(const ElementType & type);

			protected:
			UInt getTangentStiffnessVoigtSize(const ElementType & type);

			/// compute Rotation Matrices
			template <const ElementType type>
			void computeRotationMatrix(__attribute__((unused)) Array<Real> & rotations) {}

			/// compute A and solve @f[ A\delta u = f_ext - f_int @f]
			template <NewmarkBeta::IntegrationSchemeCorrectorType type>
			void solve(Array<Real> & increment,
			__attribute__((unused)) Real block_val = 1.);

			/* ------------------------------------------------------------------------ */
			/* Mass (structural_mechanics_model_mass.cc) */
			/* ------------------------------------------------------------------------ */

			/// assemble the mass matrix for either _ghost or _not_ghost elements
			void assembleMass(GhostType ghost_type);

			/// computes rho
			void computeRho(Array<Real> & rho, ElementType type, GhostType ghost_type);

			/// finish the computation of residual to solve in increment
			void updateResidualInternal();

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

			private:
			template <ElementType type> inline UInt getTangentStiffnessVoigtSize();

			template <ElementType type> void assembleStiffnessMatrix();

			template <ElementType type> void assembleMass();

			template <ElementType type> void computeStressOnQuad();

			template <ElementType type>
			void computeTangentModuli(Array<Real> & tangent_moduli);

			template <ElementType type>
			void transferBMatrixToSymVoigtBMatrix(Array<Real> & B, bool local = false);

			template <ElementType type>
			void transferNMatrixToSymVoigtNMatrix(Array<Real> & N_matrix);

			/* ------------------------------------------------------------------------ */
			/* Dumpable interface */
			/* ------------------------------------------------------------------------ */
			public:
			virtual dumper::Field * createNodalFieldReal(const std::string & field_name,
			const std::string & group_name,
			bool padding_flag);

			virtual dumper::Field * createNodalFieldBool(const std::string & field_name,
			const std::string & group_name,
			bool padding_flag);

			virtual dumper::Field *
			createElementalField(const std::string & field_name,
			const std::string & group_name, bool padding_flag,
			const ElementKind & kind,
			const std::string & fe_engine_id = "");

			/* ------------------------------------------------------------------------ */
			/* Accessors */
			/* ------------------------------------------------------------------------ */
			public:
			/// set the value of the time step
			void setTimeStep(Real time_step);

			/// return the dimension of the system space
			AKANTU_GET_MACRO(SpatialDimension, spatial_dimension, UInt);

			/// get the StructuralMechanicsModel::displacement vector
			AKANTU_GET_MACRO(Displacement, *displacement_rotation, Array<Real> &);

			/// get the StructuralMechanicsModel::velocity vector
			AKANTU_GET_MACRO(Velocity, *velocity, Array<Real> &);

			/// get the StructuralMechanicsModel::acceleration vector, updated
			/// by
			/// StructuralMechanicsModel::updateAcceleration
			AKANTU_GET_MACRO(Acceleration, *acceleration, Array<Real> &);

			/// get the StructuralMechanicsModel::force vector (boundary forces)
			AKANTU_GET_MACRO(Force, *force_momentum, Array<Real> &);

			/// get the StructuralMechanicsModel::residual vector, computed by
			/// StructuralMechanicsModel::updateResidual
			AKANTU_GET_MACRO(Residual, *residual, const Array<Real> &);
			/// get the StructuralMechanicsModel::boundary vector
			AKANTU_GET_MACRO(BlockedDOFs, *blocked_dofs, Array<bool> &);

			AKANTU_GET_MACRO_BY_ELEMENT_TYPE_CONST(RotationMatrix, rotation_matrix, Real);

			AKANTU_GET_MACRO(StiffnessMatrix, *stiffness_matrix, const SparseMatrix &);

			AKANTU_GET_MACRO(MassMatrix, *mass_matrix, const SparseMatrix &);

			AKANTU_GET_MACRO_BY_ELEMENT_TYPE_CONST(Stress, stress, Real);

			AKANTU_GET_MACRO_BY_ELEMENT_TYPE(ElementMaterial, element_material, UInt);

			AKANTU_GET_MACRO_BY_ELEMENT_TYPE(Set_ID, set_ID, UInt);

			void addMaterial(StructuralMaterial & material) {
			materials.push_back(material);
			}

			/**
			* @brief set the StructuralMechanicsModel::increment_flag to on, the
			* activate the
			* update of the StructuralMechanicsModel::increment vector
			*/
			void setIncrementFlagOn();

			/* ------------------------------------------------------------------------ */
			/* Boundaries (structural_mechanics_model_boundary.cc) */
			/* ------------------------------------------------------------------------ */
			public:
			/// Compute Linear load function set in global axis
			template <ElementType type>
			void computeForcesByGlobalTractionArray(const Array<Real> & tractions);

			/// Compute Linear load function set in local axis
			template <ElementType type>
			void computeForcesByLocalTractionArray(const Array<Real> & tractions);

			/// compute force vector from a function(x,y,momentum) that describe stresses
			template <ElementType type>
			void computeForcesFromFunction(BoundaryFunction in_function,
			BoundaryFunctionType function_type);

			/**
			* solve a step (predictor + convergence loop + corrector) using the
			* the given convergence method (see akantu::SolveConvergenceMethod)
			* and the given convergence criteria (see
			* akantu::SolveConvergenceCriteria)
			**/
			template <SolveConvergenceMethod method, SolveConvergenceCriteria criteria>
			bool solveStep(Real tolerance, UInt max_iteration = 100);

			template <SolveConvergenceMethod method, SolveConvergenceCriteria criteria>
			bool solveStep(Real tolerance, Real & error, UInt max_iteration = 100);

			/// test if the system is converged
			template <SolveConvergenceCriteria criteria>
			bool testConvergence(Real tolerance, Real & error);

			/* ------------------------------------------------------------------------ */
			/* Class Members */
			/* ------------------------------------------------------------------------ */
			private:
			/// time step
			Real time_step;

			/// conversion coefficient form force/mass to acceleration
			Real f_m2a;

			/// displacements array
			Array<Real> * displacement_rotation;

			/// displacements array at the previous time step (used in finite deformation)
			Array<Real> * previous_displacement;

			/// velocities array
			Array<Real> * velocity;

			/// accelerations array
			Array<Real> * acceleration;

			/// forces array
			Array<Real> * force_momentum;

			/// lumped mass array
			Array<Real> * mass;

			/// stress arraz

			ElementTypeMapArray<Real> stress;

			/// residuals array
			Array<Real> * residual;

			/// boundaries array
			Array<bool> * blocked_dofs;

			/// position of a dof in the K matrix
			Array<Int> * equation_number;

			ElementTypeMapArray<UInt> element_material;

			// Define sets of beams
			ElementTypeMapArray<UInt> set_ID;

			/// local equation_number to global
			unordered_map<UInt, UInt>::type local_eq_num_to_global;

			/// stiffness matrix
			SparseMatrix * stiffness_matrix;

			/// mass matrix
			SparseMatrix * mass_matrix;

			/// velocity damping matrix
			SparseMatrix * velocity_damping_matrix;

			/// jacobian matrix
			SparseMatrix * jacobian_matrix;

			/// increment of displacement
			Array<Real> * increment;

			/// solver for implicit
			Solver * solver;

			/// number of degre of freedom
			UInt nb_degree_of_freedom;

			// Rotation matrix
			ElementTypeMapArray<Real> rotation_matrix;

			/// analysis method check the list in akantu::AnalysisMethod
			AnalysisMethod method;

			/// flag defining if the increment must be computed or not
			bool increment_flag;

			/// integration scheme of second order used
			IntegrationScheme2ndOrder * integrator;

			/* --------------------------------------------------------------------------
			*/
			std::vector<StructuralMaterial> materials;
			};

			/* -------------------------------------------------------------------------- */
			/* inline functions */
			/* -------------------------------------------------------------------------- */

			#include "structural_mechanics_model_inline_impl.cc"

			/// standard output stream operator
			inline std::ostream & operator<<(std::ostream & stream,
			const StructuralMechanicsModel & _this) {
			_this.printself(stream);
			return stream;
			}

			} // akantu

			#endif /* __AKANTU_STRUCTURAL_MECHANICS_MODEL_HH__ */

rAKA/src/model/structural_mechanics/structural_mechanics_model.hh144f355a961dbugfixes/dof_manager_mu…

structural_mechanics_model.hhView Options

rAKA/src/model/structural_mechanics/structural_mechanics_model.hh
144f355a961dbugfixes/dof_manager_mu…

structural_mechanics_model.hh
View Options