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material_reinforcement.hh
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/**
* @file material_reinforcement.hh
*
* @author Lucas Frérot <lucas.frerot@epfl.ch>
*
* @date creation: Thu Mar 12 2015
* @date last modification: Thu Mar 12 2015
*
* @brief Reinforcement material
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014 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_MATERIAL_REINFORCEMENT_HH__
#define __AKANTU_MATERIAL_REINFORCEMENT_HH__
#include "aka_common.hh"
#include "material.hh"
#include "embedded_interface_model.hh"
#include "embedded_internal_field.hh"
/* -------------------------------------------------------------------------- */
__BEGIN_AKANTU__
/**
* @brief Material used to represent embedded reinforcements
*
* This class is used for computing the reinforcement stiffness matrix
* along with the reinforcement residual. Room is made for constitutive law,
* but actual use of contitutive laws is made in MaterialReinforcementTemplate.
*/
template<UInt dim>
class MaterialReinforcement : virtual public Material {
/* ------------------------------------------------------------------------ */
/* Constructors/Destructors */
/* ------------------------------------------------------------------------ */
public:
/// Constructor
MaterialReinforcement(SolidMechanicsModel & model, const ID & id = "");
/// Destructor
virtual ~MaterialReinforcement();
/* ------------------------------------------------------------------------ */
/* Methods */
/* ------------------------------------------------------------------------ */
public:
/// Init the material
virtual void initMaterial();
/// Init the background shape derivatives
void initBackgroundShapeDerivatives();
/// Init the cosine matrices
void initDirectingCosines();
/// Assemble stiffness matrix
virtual void assembleStiffnessMatrix(GhostType ghost_type);
/// Update the residual
virtual void updateResidual(GhostType ghost_type = _not_ghost);
/// Assembled the residual
virtual void assembleResidual(GhostType ghost_type);
/// Compute all the stresses !
virtual void computeAllStresses(GhostType ghost_type);
/// Compute the stiffness parameter for elements of a type
virtual void computeTangentModuli(const ElementType & type,
Array<Real> & tangent,
GhostType ghost_type) = 0;
virtual Real getEnergy(std::string id);
/* ------------------------------------------------------------------------ */
/* Protected methods */
/* ------------------------------------------------------------------------ */
protected:
/// Allocate the background shape derivatives
void allocBackgroundShapeDerivatives();
/// Compute the directing cosines matrix for one element type
void computeDirectingCosines(const ElementType & type, GhostType ghost_type);
/**
* @brief Compute the directing cosines matrix on quadrature points.
*
* The structure of the directing cosines matrix is :
* \f{eqnarray*}{
* C_{1,\cdot} & = & (l^2, m^2, n^2, lm, mn, ln) \\
* C_{i,j} & = & 0
* \f}
*
* with :
* \f[
* (l, m, n) = \frac{1}{\|\frac{\mathrm{d}\vec{r}(s)}{\mathrm{d}s}\|} \cdot \frac{\mathrm{d}\vec{r}(s)}{\mathrm{d}s}
* \f]
*/
inline void computeDirectingCosinesOnQuad(const Matrix<Real> & nodes,
Matrix<Real> & cosines);
/// Assemble the stiffness matrix for an element type (typically _segment_2)
void assembleStiffnessMatrix(const ElementType & type, GhostType ghost_type);
/**
* @brief Assemble the stiffness matrix for background & interface types
*
* Computes the reinforcement stiffness matrix (Gomes & Awruch, 2001)
* \f[
* \mathbf{K}_e = \sum_{i=1}^R{A_i\int_{S_i}{\mathbf{B}^T
* \mathbf{C}_i^T \mathbf{D}_{s, i} \mathbf{C}_i \mathbf{B}\,\mathrm{d}s}}
* \f]
*/
void assembleStiffnessMatrix(const ElementType & interface_type,
const ElementType & background_type,
GhostType interface_ghost,
GhostType background_ghost);
/// Compute the background shape derivatives for a type
void computeBackgroundShapeDerivatives(const ElementType & type, GhostType ghost_type);
/// Filter elements crossed by interface of a type
void filterInterfaceBackgroundElements(Array<UInt> & filter,
const ElementType & type,
const ElementType & interface_type,
GhostType ghost_type,
GhostType interface_ghost_type);
/// Assemble the residual of one type of element (typically _segment_2)
void assembleResidual(const ElementType & type, GhostType ghost_type);
/**
* @brief Assemble the residual for a pair of elements
*
* Computes and assemble the residual. Residual in reinforcement is computed as :
* \f[
* \vec{r} = A_s \int_S{\mathbf{B}^T\mathbf{C}^T \vec{\sigma_s}\,\mathrm{d}s}
* \f]
*/
void assembleResidual(const ElementType & interface_type,
const ElementType & background_type,
GhostType interface_ghost,
GhostType background_ghost);
// TODO figure out why voigt size is 4 in 2D
inline void stressTensorToVoigtVector(const Matrix<Real> & tensor, Vector<Real> & vector);
inline void strainTensorToVoigtVector(const Matrix<Real> & tensor, Vector<Real> & vector);
/// Compute gradu on the interface quadrature points
virtual void computeGradU(const ElementType & type, GhostType ghost_type);
/* ------------------------------------------------------------------------ */
/* Class Members */
/* ------------------------------------------------------------------------ */
protected:
/// Embedded model
EmbeddedInterfaceModel * model;
/// grad_u
EmbeddedInternalField<Real> gradu;
/// stress
EmbeddedInternalField<Real> stress;
/// C matrix on quad
EmbeddedInternalField<Real> directing_cosines;
/// Prestress on quad
EmbeddedInternalField<Real> pre_stress;
/// Cross-sectional area
Real area;
/// Background mesh shape derivatives
ElementTypeMap< ElementTypeMapArray<Real> * > shape_derivatives;
};
#include "material_reinforcement_inline_impl.cc"
__END_AKANTU__
#endif // __AKANTU_MATERIAL_REINFORCEMENT_HH__
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