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material_elastic_linear_anisotropic.hh
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			/**
			* @file material_elastic_linear_anisotropic.hh
			*
			* @author Till Junge <till.junge@epfl.ch>
			*
			* @date creation: Fri Jun 18 2010
			* @date last modification: Tue Aug 18 2015
			*
			* @brief Orthotropic elastic 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 "aka_common.hh"
			#include "material.hh"
			#include "material_elastic.hh"
			/* -------------------------------------------------------------------------- */
			#include <vector>
			/* -------------------------------------------------------------------------- */

			#ifndef __AKANTU_MATERIAL_ELASTIC_LINEAR_ANISOTROPIC_HH__
			#define __AKANTU_MATERIAL_ELASTIC_LINEAR_ANISOTROPIC_HH__

			namespace akantu {

			/**
			* General linear anisotropic elastic material
			* The only constraint on the elastic tensor is that it can be represented
			* as a symmetric 6x6 matrix (3D) or 3x3 (2D).
			*
			* parameters in the material files :
			* - rho : density (default: 0)
			* - C_ij : entry on the stiffness
			*/
			template <UInt Dim> class MaterialElasticLinearAnisotropic : public Material {
			/* ------------------------------------------------------------------------ */
			/* Constructors/Destructors */
			/* ------------------------------------------------------------------------ */
			public:
			MaterialElasticLinearAnisotropic(SolidMechanicsModel & model,
			const ID & id = "", bool symmetric = true);

			/* ------------------------------------------------------------------------ */
			/* Methods */
			/* ------------------------------------------------------------------------ */
			public:
			void initMaterial() override;

			/// constitutive law for all element of a type
			void computeStress(ElementType el_type,
			GhostType ghost_type = _not_ghost) override;

			/// compute the tangent stiffness matrix for an element type
			void computeTangentModuli(const ElementType & el_type,
			Array<Real> & tangent_matrix,
			GhostType ghost_type = _not_ghost) override;

			/// compute the elastic potential energy
			void computePotentialEnergy(ElementType el_type,
			GhostType ghost_type = _not_ghost) override;

			void updateInternalParameters() override;

			bool hasStiffnessMatrixChanged() override {
			return (!was_stiffness_assembled);
			}

			protected:
			// compute C from Cprime
			void rotateCprime();

			/// constitutive law for a given quadrature point
			inline void computeStressOnQuad(const Matrix<Real> & grad_u,
			Matrix<Real> & sigma) const;

			/// tangent matrix for a given quadrature point
			inline void computeTangentModuliOnQuad(Matrix<Real> & tangent) const;

			inline void computePotentialEnergyOnQuad(const Matrix<Real> & grad_u,
			const Matrix<Real> & sigma,
			Real & epot);

			/* ------------------------------------------------------------------------ */
			/* Accessors */
			/* ------------------------------------------------------------------------ */
			public:
			/// compute max wave celerity
			Real getCelerity(const Element & element) const override;

			AKANTU_GET_MACRO(VoigtStiffness, C, Matrix<Real>);

			/* ------------------------------------------------------------------------ */
			/* Class Members */
			/* ------------------------------------------------------------------------ */
			protected:
			using voigt_h = VoigtHelper<Dim>;

			/// direction matrix and vectors
			std::vector<std::unique_ptr<Vector<Real>>> dir_vecs;

			Matrix<Real> rot_mat;
			/// Elastic stiffness tensor in material frame and full vectorised notation
			Matrix<Real> Cprime;
			/// Elastic stiffness tensor in voigt notation
			Matrix<Real> C;
			/// eigenvalues of stiffness tensor
			Vector<Real> eigC;

			bool symmetric;

			/// viscous proportion
			Real alpha;

			/// defines if the stiffness was computed
			bool was_stiffness_assembled;
			};
			} // akantu

			#include "material_elastic_linear_anisotropic_inline_impl.cc"

			#endif /* __AKANTU_MATERIAL_ELASTIC_LINEAR_ANISOTROPIC_HH__ */

rAKA/src/model/solid_mechanics/materials/material_elastic_linear_anisotropic.hh246ddc4b7d86features/python-doc

material_elastic_linear_anisotropic.hhView Options

rAKA/src/model/solid_mechanics/materials/material_elastic_linear_anisotropic.hh
246ddc4b7d86features/python-doc

material_elastic_linear_anisotropic.hh
View Options