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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 Lucas Frerot <lucas.frerot@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: Tue Feb 20 2018
*
* @brief Particular implementation of the structural elements in the
* StructuralMechanicsModel
*
*
* Copyright (©) 2010-2018 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_named_argument.hh"
#include "boundary_condition.hh"
#include "model.hh"
/* -------------------------------------------------------------------------- */
#ifndef AKANTU_STRUCTURAL_MECHANICS_MODEL_HH_
#define AKANTU_STRUCTURAL_MECHANICS_MODEL_HH_
/* -------------------------------------------------------------------------- */
namespace akantu {
class Material;
class MaterialSelector;
class DumperIOHelper;
class NonLocalManager;
template <ElementKind kind, class IntegrationOrderFunctor>
class IntegratorGauss;
template <ElementKind kind> class ShapeStructural;
} // namespace akantu
namespace akantu {
struct StructuralMaterial {
Real E{0};
Real A{1};
Real I{0};
Real Iz{0};
Real Iy{0};
Real GJ{0};
Real rho{0};
Real t{0};
Real nu{0};
};
class StructuralMechanicsModel : public Model {
/* ------------------------------------------------------------------------ */
/* Constructors/Destructors */
/* ------------------------------------------------------------------------ */
public:
using MyFEEngineType =
FEEngineTemplate<IntegratorGauss, ShapeStructural, _ek_structural>;
StructuralMechanicsModel(Mesh & mesh, UInt dim = _all_dimensions,
const ID & id = "structural_mechanics_model",
const MemoryID & memory_id = 0);
~StructuralMechanicsModel() override;
/// Init full model
void initFullImpl(const ModelOptions & options) override;
/// Init boundary FEEngine
void initFEEngineBoundary() override;
/* ------------------------------------------------------------------------ */
/* Virtual methods from SolverCallback */
/* ------------------------------------------------------------------------ */
/// get the type of matrix needed
MatrixType getMatrixType(const ID & matrix_id) override;
/// callback to assemble a Matrix
void assembleMatrix(const ID & matrix_id) override;
/// callback to assemble a lumped Matrix
void assembleLumpedMatrix(const ID & matrix_id) override;
/// callback to assemble the residual (rhs)
void assembleResidual() override;
/* ------------------------------------------------------------------------ */
/* Virtual methods from Model */
/* ------------------------------------------------------------------------ */
protected:
/// get some default values for derived classes
std::tuple<ID, TimeStepSolverType>
getDefaultSolverID(const AnalysisMethod & method) override;
ModelSolverOptions
getDefaultSolverOptions(const TimeStepSolverType & type) const override;
static UInt getNbDegreeOfFreedom(ElementType type);
/* ------------------------------------------------------------------------ */
/* Methods */
/* ------------------------------------------------------------------------ */
void initSolver(TimeStepSolverType time_step_solver_type,
NonLinearSolverType non_linear_solver_type) override;
/// initialize the model
void initModel() override;
/// compute the stresses per elements
void computeStresses();
/// compute the nodal forces
void assembleInternalForce();
/// compute the nodal forces for an element type
void assembleInternalForce(ElementType type, GhostType gt);
/// assemble the stiffness matrix
void assembleStiffnessMatrix();
/// assemble the mass matrix for consistent mass resolutions
void assembleMass();
/// TODO remove
void computeRotationMatrix(ElementType type);
protected:
/// compute Rotation Matrices
template <const ElementType type>
void computeRotationMatrix(__attribute__((unused)) Array<Real> & rotations) {}
/* ------------------------------------------------------------------------ */
/* 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> void assembleStiffnessMatrix();
template <ElementType type> void assembleMass();
template <ElementType type> void computeStressOnQuad();
template <ElementType type>
void computeTangentModuli(Array<Real> & tangent_moduli);
/* ------------------------------------------------------------------------ */
/* Dumpable interface */
/* ------------------------------------------------------------------------ */
public:
std::shared_ptr<dumpers::Field>
createNodalFieldReal(const std::string & field_name,
const std::string & group_name,
bool padding_flag) override;
std::shared_ptr<dumpers::Field>
createNodalFieldBool(const std::string & field_name,
const std::string & group_name,
bool padding_flag) override;
std::shared_ptr<dumpers::Field>
createElementalField(const std::string & field_name,
const std::string & group_name, bool padding_flag,
UInt spatial_dimension, ElementKind kind) override;
/* ------------------------------------------------------------------------ */
/* Accessors */
/* ------------------------------------------------------------------------ */
public:
/// set the value of the time step
// void setTimeStep(Real time_step, const ID & solver_id = "") override;
/// 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::external_force vector
AKANTU_GET_MACRO(ExternalForce, *external_force, Array<Real> &);
/// get the StructuralMechanicsModel::internal_force vector (boundary forces)
AKANTU_GET_MACRO(InternalForce, *internal_force, 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_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);
}
const StructuralMaterial & getMaterial(const Element & element) const {
return materials[element_material(element)];
}
/* ------------------------------------------------------------------------ */
/* 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);
/* ------------------------------------------------------------------------ */
/* Class Members */
/* ------------------------------------------------------------------------ */
private:
/// time step
Real time_step;
/// conversion coefficient form force/mass to acceleration
Real f_m2a;
/// displacements array
Array<Real> * displacement_rotation{nullptr};
/// velocities array
Array<Real> * velocity{nullptr};
/// accelerations array
Array<Real> * acceleration{nullptr};
/// forces array
Array<Real> * internal_force{nullptr};
/// forces array
Array<Real> * external_force{nullptr};
/// lumped mass array
Array<Real> * mass{nullptr};
/// boundaries array
Array<bool> * blocked_dofs{nullptr};
/// stress array
ElementTypeMapArray<Real> stress;
ElementTypeMapArray<UInt> element_material;
// Define sets of beams
ElementTypeMapArray<UInt> set_ID;
/// 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;
/* ------------------------------------------------------------------------ */
std::vector<StructuralMaterial> materials;
};
} // namespace akantu
#endif /* AKANTU_STRUCTURAL_MECHANICS_MODEL_HH_ */

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