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rAKA akantu
structural_mechanics_model.hh
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/**
* @file structural_mechanics_model.hh
*
* @author Fabian Barras <fabian.barras@epfl.ch>
*
* @date Fri Jul 15 19:41:58 2011
*
* @brief StructuralMechanicsModel description
*
* @section LICENSE
*
* Copyright (©) 2010-2011 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"
/* -------------------------------------------------------------------------- */
namespace
akantu
{
class
Solver
;
class
SparseMatrix
;
}
__BEGIN_AKANTU__
struct
StructuralMaterial
{
Real
E
;
Real
A
;
Real
I
;
};
class
StructuralMechanicsModel
:
public
Model
{
/* ------------------------------------------------------------------------ */
/* Constructors/Destructors */
/* ------------------------------------------------------------------------ */
public
:
typedef
FEMTemplate
<
IntegratorGauss
,
ShapeLinked
>
MyFEMType
;
StructuralMechanicsModel
(
UInt
spatial_dimension
,
const
ID
&
id
=
"structural_mechanics_model"
,
const
MemoryID
&
memory_id
=
0
);
StructuralMechanicsModel
(
Mesh
&
mesh
,
UInt
spatial_dimension
=
0
,
const
ID
&
id
=
"structural_mechanics_model"
,
const
MemoryID
&
memory_id
=
0
);
virtual
~
StructuralMechanicsModel
();
/* ------------------------------------------------------------------------ */
/* Methods */
/* ------------------------------------------------------------------------ */
public
:
void
initVectors
();
void
initModel
();
void
initImplicitSolver
();
void
computeStressOnQuad
();
void
assembleStiffnessMatrix
();
void
updateResidual
();
void
solve
();
bool
testConvergenceIncrement
(
Real
tolerance
);
bool
testConvergenceIncrement
(
Real
tolerance
,
Real
&
error
);
virtual
void
printself
(
__attribute__
((
unused
))
std
::
ostream
&
stream
,
__attribute__
((
unused
))
int
indent
=
0
)
const
{};
UInt
getTangentStiffnessVoigtSize
(
const
ElementType
&
type
);
/* ------------------------------------------------------------------------ */
private
:
template
<
ElementType
type
>
inline
UInt
getTangentStiffnessVoigtSize
();
template
<
ElementType
type
>
void
assembleStiffnessMatrix
();
template
<
ElementType
type
>
void
computeStressOnQuad
();
template
<
ElementType
type
>
void
computeTangentStiffness
(
Vector
<
Real
>
&
tangent_stiffness_matrix
);
template
<
ElementType
type
>
void
transferBMatrixToSymVoigtBMatrix
(
Vector
<
Real
>
&
B
);
/* ------------------------------------------------------------------------ */
/* Accessors */
/* ------------------------------------------------------------------------ */
public
:
/// 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
,
Vector
<
Real
>
&
);
/// get the StructuralMechanicsModel::force vector (boundary forces)
AKANTU_GET_MACRO
(
Force
,
*
force_momentum
,
Vector
<
Real
>
&
);
/// get the StructuralMechanicsModel::residual vector, computed by StructuralMechanicsModel::updateResidual
AKANTU_GET_MACRO
(
Residual
,
*
residual
,
const
Vector
<
Real
>
&
);
/// get the StructuralMechanicsModel::boundary vector
AKANTU_GET_MACRO
(
Boundary
,
*
boundary
,
Vector
<
bool
>
&
);
AKANTU_GET_MACRO
(
StiffnessMatrix
,
*
stiffness_matrix
,
const
SparseMatrix
&
);
AKANTU_GET_MACRO_BY_ELEMENT_TYPE_CONST
(
Stress
,
stress
,
Real
);
AKANTU_GET_MACRO_BY_ELEMENT_TYPE
(
ElementMaterial
,
element_material
,
UInt
)
void
addMaterial
(
StructuralMaterial
&
material
)
{
materials
.
push_back
(
material
);
}
/* ------------------------------------------------------------------------ */
/* Boundaries (structural_mechanics_model_boundary.cc) */
/* ------------------------------------------------------------------------ */
public
:
/// !!NOT IMPLEMENTED YET!!
void
computeForcesByStressTensor
(
const
Vector
<
Real
>
&
stresses
,
const
ElementType
&
type
);
/// integrate a force on the boundary by providing a traction vector
void
computeForcesByTractionVector
(
const
Vector
<
Real
>
&
tractions
,
const
ElementType
&
type
);
/// compute force vector from a function(x,y,momentum) that describe stresses
void
computeForcesFromFunction
(
BoundaryFunction
in_function
,
BoundaryFunctionType
function_type
);
/* ------------------------------------------------------------------------ */
/* Class Members */
/* ------------------------------------------------------------------------ */
private
:
/// displacements array
Vector
<
Real
>
*
displacement_rotation
;
/// forces array
Vector
<
Real
>
*
force_momentum
;
/// stress arraz
ByElementTypeReal
stress
;
/// residuals array
Vector
<
Real
>
*
residual
;
/// boundaries array
Vector
<
bool
>
*
boundary
;
/// position of a dof in the K matrix
Vector
<
Int
>
*
equation_number
;
ByElementTypeUInt
element_material
;
/// local equation_number to global
unordered_map
<
UInt
,
UInt
>::
type
local_eq_num_to_global
;
/// stiffness matrix
SparseMatrix
*
stiffness_matrix
;
/// increment of displacement
Vector
<
Real
>
*
increment
;
/// solver for implicit
Solver
*
solver
;
/// the spatial dimension
UInt
spatial_dimension
;
/// number of degre of freedom
UInt
nb_degree_of_freedom
;
/* -------------------------------------------------------------------------- */
std
::
vector
<
StructuralMaterial
>
materials
;
};
/* -------------------------------------------------------------------------- */
/* inline functions */
/* -------------------------------------------------------------------------- */
#if defined (AKANTU_INCLUDE_INLINE_IMPL)
# include "structural_mechanics_model_inline_impl.cc"
#endif
/// standard output stream operator
inline
std
::
ostream
&
operator
<<
(
std
::
ostream
&
stream
,
const
StructuralMechanicsModel
&
_this
)
{
_this
.
printself
(
stream
);
return
stream
;
}
__END_AKANTU__
#endif
/* __AKANTU_STRUCTURAL_MECHANICS_MODEL_HH__ */
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