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element_class_structural.hh
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			/**
			* @file element_class_structural.hh
			*
			* @author Fabian Barras <fabian.barras@epfl.ch>
			* @author Nicolas Richart <nicolas.richart@epfl.ch>
			* @author Damien Spielmann <damien.spielmann@epfl.ch>
			*
			* @date creation: Thu Feb 21 2013
			* @date last modification: Thu Oct 22 2015
			*
			* @brief Specialization of the element classes for structural elements
			*
			* @section LICENSE
			*
			* Copyright (©) 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/>.
			*
			*/

			__BEGIN_AKANTU__

			/* -------------------------------------------------------------------------- */
			template <InterpolationType interpolation_type>
			class InterpolationElement<interpolation_type, _itk_structural> {
			public:
			typedef InterpolationPorperty<interpolation_type> interpolation_property;

			/// compute the shape values for a given set of points in natural coordinates
			static inline void computeShapes(const Matrix<Real> & natural_coord,
			Matrix<Real> & N,
			const Matrix<Real> & real_nodal_coord,
			UInt n = 0) {
			UInt nb_points = natural_coord.cols();
			for (UInt p = 0; p < nb_points; ++p) {
			Vector<Real> Np = N(p);
			computeShapes(natural_coord(p), Np, real_nodal_coord, n);
			}
			}

			/// compute the shape values for a given point in natural coordinates
			static inline void computeShapes(const Vector<Real> & natural_coord,
			Vector<Real> & N,
			const Matrix<Real> & real_nodal_coord,
			UInt n = 0);
			/**
			* compute @f$ B_{ij} = \frac{\partial N_j}{\partial S_i} @f$ the variation of
			* shape functions along with variation of natural coordinates on a given set
			* of points in natural coordinates
			*/
			static inline void computeDNDS(const Matrix<Real> & natural_coord,
			Tensor3<Real> & dnds,
			const Matrix<Real> & real_nodal_coord,
			UInt n = 0) {
			for (UInt i = 0; i < natural_coord.cols(); ++i) {
			Matrix<Real> dnds_t = dnds(i);
			computeDNDS(natural_coord(i), dnds_t, real_nodal_coord, n);
			}
			}

			/**
			* compute @f$ B_{ij} = \frac{\partial N_j}{\partial S_i} @f$ the variation of
			* shape functions along with
			* variation of natural coordinates on a given point in natural
			* coordinates
			*/
			static inline void computeDNDS(const Vector<Real> & natural_coord,
			Matrix<Real> & dnds,
			const Matrix<Real> & real_nodal_coord,
			UInt n = 0);

			public:
			static AKANTU_GET_MACRO_NOT_CONST(NbShapeFunctions, nb_shape_functions, UInt);
			static AKANTU_GET_MACRO_NOT_CONST(NbShapeDerivatives, nb_shape_derivatives,
			UInt);
			static AKANTU_GET_MACRO_NOT_CONST(
			ShapeSize, interpolation_property::nb_nodes_per_element, UInt);
			static AKANTU_GET_MACRO_NOT_CONST(
			ShapeDerivativesSize, (interpolation_property::nb_nodes_per_element *
			interpolation_property::natural_space_dimension),
			UInt);
			static AKANTU_GET_MACRO_NOT_CONST(
			NaturalSpaceDimension, interpolation_property::natural_space_dimension,
			UInt);

			protected:
			/// nb shape functions
			static const UInt nb_shape_functions;
			static const UInt nb_shape_derivatives;
			};

			/// Macro to generate the element class structures for different structural
			/// element types
			/* -------------------------------------------------------------------------- */
			#define AKANTU_DEFINE_STRUCTURAL_ELEMENT_CLASS_PROPERTY( \
			elem_type, geom_type, interp_type, parent_el_type, elem_kind, sp, \
			gauss_int_type, min_int_order) \
			template <> struct ElementClassProperty<elem_type> { \
			static const GeometricalType geometrical_type = geom_type; \
			static const InterpolationType interpolation_type = interp_type; \
			static const ElementType parent_element_type = parent_el_type; \
			static const ElementKind element_kind = elem_kind; \
			static const UInt spatial_dimension = sp; \
			static const GaussIntergrationType gauss_integration_type = \
			gauss_int_type; \
			static const UInt minimal_integration_order = min_int_order; \
			}

			/* -------------------------------------------------------------------------- */
			/* ElementClass for structural elements */
			/* -------------------------------------------------------------------------- */
			template <ElementType element_type>
			class ElementClass<element_type, _ek_structural>
			: public GeometricalElement<
			ElementClassProperty<element_type>::geometrical_type>,
			public InterpolationElement<
			ElementClassProperty<element_type>::interpolation_type> {
			protected:
			typedef GeometricalElement<
			ElementClassProperty<element_type>::geometrical_type> geometrical_element;
			typedef InterpolationElement<ElementClassProperty<
			element_type>::interpolation_type> interpolation_element;
			typedef ElementClass<ElementClassProperty<element_type>::parent_element_type>
			parent_element;

			public:
			/// compute shape derivatives (input is dxds) for a set of points
			static inline void
			computeShapeDerivatives(const Matrix<Real> & natural_coord,
			Tensor3<Real> & shape_deriv,
			const Matrix<Real> & real_nodal_coord, UInt n = 0) {
			UInt nb_points = natural_coord.cols();

			if (element_type == _kirchhoff_shell) {
			/// TO BE CONTINUED and moved in a _tmpl.hh

			UInt spatial_dimension = real_nodal_coord.cols();
			UInt nb_nodes = real_nodal_coord.rows();

			const UInt projected_dim = natural_coord.rows();
			Matrix<Real> rotation_matrix(real_nodal_coord);
			Matrix<Real> rotated_nodal_coord(real_nodal_coord);
			Matrix<Real> projected_nodal_coord(natural_coord);
			/* --------------------------------------------------------------------------
			*/
			/* --------------------------------------------------------------------------
			*/

			Matrix<Real> Pe(real_nodal_coord);
			Matrix<Real> Pg(real_nodal_coord);
			Matrix<Real> inv_Pg(real_nodal_coord);

			/// compute matrix Pe
			Pe.eye();

			/// compute matrix Pg
			Vector<Real> Pg_col_1(spatial_dimension);
			Pg_col_1(0) = real_nodal_coord(0, 1) - real_nodal_coord(0, 0);
			Pg_col_1(1) = real_nodal_coord(1, 1) - real_nodal_coord(1, 0);
			Pg_col_1(2) = real_nodal_coord(2, 1) - real_nodal_coord(2, 0);

			Vector<Real> Pg_col_2(spatial_dimension);
			Pg_col_2(0) = real_nodal_coord(0, 2) - real_nodal_coord(0, 0);
			Pg_col_2(1) = real_nodal_coord(1, 2) - real_nodal_coord(1, 0);
			Pg_col_2(2) = real_nodal_coord(2, 2) - real_nodal_coord(2, 0);

			Vector<Real> Pg_col_3(spatial_dimension);
			Pg_col_3.crossProduct(Pg_col_1, Pg_col_2);

			for (UInt i = 0; i < nb_points; ++i) {
			Pg(i, 0) = Pg_col_1(i);
			Pg(i, 1) = Pg_col_2(i);
			Pg(i, 2) = Pg_col_3(i);
			}

			/// compute inverse of Pg
			inv_Pg.inverse(Pg);

			/// compute rotation matrix
			// rotation_matrix=Pe*inv_Pg;
			rotation_matrix.eye();
			/* --------------------------------------------------------------------------
			*/
			/* --------------------------------------------------------------------------
			*/

			rotated_nodal_coord.mul<false, false>(rotation_matrix, real_nodal_coord);

			for (UInt i = 0; i < projected_dim; ++i) {
			for (UInt j = 0; j < nb_points; ++j) {
			projected_nodal_coord(i, j) = rotated_nodal_coord(i, j);
			}
			}

			Tensor3<Real> dnds(projected_dim, nb_nodes, natural_coord.cols());
			Tensor3<Real> J(projected_dim, projected_dim, natural_coord.cols());

			parent_element::computeDNDS(natural_coord, dnds);

			parent_element::computeJMat(dnds, projected_nodal_coord, J);

			for (UInt p = 0; p < nb_points; ++p) {

			Matrix<Real> shape_deriv_p = shape_deriv(p);

			interpolation_element::computeDNDS(natural_coord(p), shape_deriv_p,
			projected_nodal_coord, n);

			Matrix<Real> dNdS = shape_deriv_p;
			Matrix<Real> inv_J(projected_dim, projected_dim);
			inv_J.inverse(J(p));
			shape_deriv_p.mul<false, false>(inv_J, dNdS);
			}
			} else {

			for (UInt p = 0; p < nb_points; ++p) {
			Matrix<Real> shape_deriv_p = shape_deriv(p);
			interpolation_element::computeDNDS(natural_coord(p), shape_deriv_p,
			real_nodal_coord, n);
			}
			}
			}

			/// compute jacobian (or integration variable change factor) for a given point
			static inline void computeJacobian(const Matrix<Real> & natural_coords,
			const Matrix<Real> & nodal_coords,
			Vector<Real> & jacobians) {
			parent_element::computeJacobian(natural_coords, nodal_coords, jacobians);
			}

			public:
			static AKANTU_GET_MACRO_NOT_CONST(Kind, _ek_structural, ElementKind);
			static AKANTU_GET_MACRO_NOT_CONST(P1ElementType, _not_defined, ElementType);
			static AKANTU_GET_MACRO_NOT_CONST(FacetType, _not_defined, ElementType);
			static ElementType getFacetType(__attribute__((unused)) UInt t = 0) {
			return _not_defined;
			}
			static AKANTU_GET_MACRO_NOT_CONST(
			SpatialDimension, ElementClassProperty<element_type>::spatial_dimension,
			UInt);
			static ElementType * getFacetTypeInternal() { return NULL; }
			};

			#include "element_classes/element_class_bernoulli_beam_inline_impl.cc"
			#include "element_classes/element_class_kirchhoff_shell_inline_impl.cc"

			__END_AKANTU__

rAKA/src/fe_engine/element_class_structural.hh26c734f4bffffeatures/22-problem-in…

element_class_structural.hhView Options

rAKA/src/fe_engine/element_class_structural.hh
26c734f4bffffeatures/22-problem-in…

element_class_structural.hh
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