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material_FE2.cc
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rAKA akantu
material_FE2.cc
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/**
* @file material_FE2.cc
*
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
*
* @brief Material for multi-scale simulations. It stores an
* underlying RVE on each integration point of the material.
*
* @section LICENSE
*
* Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
*/
/* -------------------------------------------------------------------------- */
#include "material_FE2.hh"
__BEGIN_AKANTU__
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
MaterialFE2
<
spatial_dimension
>::
MaterialFE2
(
SolidMechanicsModel
&
model
,
const
ID
&
id
)
:
Material
(
model
,
id
),
C
(
"material_stiffness"
,
*
this
)
{
AKANTU_DEBUG_IN
();
this
->
C
.
initialize
(
voigt_h
::
size
*
voigt_h
::
size
);
this
->
initialize
();
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
MaterialFE2
<
spatial_dimension
>::~
MaterialFE2
()
{
for
(
UInt
i
=
0
;
i
<
RVEs
.
size
();
++
i
)
{
delete
RVEs
[
i
];
}
}
/* -------------------------------------------------------------------------- */
template
<
UInt
dim
>
void
MaterialFE2
<
dim
>::
initialize
()
{
this
->
registerParam
(
"element_type"
,
el_type
,
_triangle_3
,
_pat_parsable
|
_pat_modifiable
,
"element type in RVE mesh"
);
this
->
registerParam
(
"mesh_file"
,
mesh_file
,
_pat_parsable
|
_pat_modifiable
,
"the mesh file for the RVE"
);
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialFE2
<
spatial_dimension
>::
initMaterial
()
{
Material
::
initMaterial
();
/// compute the number of integration points in this material and resize the RVE vector
UInt
nb_integration_points
=
this
->
element_filter
(
this
->
el_type
,
_not_ghost
).
getSize
()
*
this
->
fem
->
getNbIntegrationPoints
(
this
->
el_type
);
RVEs
.
resize
(
nb_integration_points
);
/// create a SolidMechanicsModel on each integration point of the material
std
::
vector
<
SolidMechanicsModelRVE
*>::
iterator
RVE_it
=
RVEs
.
begin
();
Array
<
Real
>::
matrix_iterator
C_it
=
this
->
C
(
this
->
el_type
).
begin
(
voigt_h
::
size
,
voigt_h
::
size
);
for
(
UInt
i
=
1
;
i
<
nb_integration_points
+
1
;
++
RVE_it
,
++
i
,
++
C_it
)
{
Mesh
mesh
(
spatial_dimension
,
"RVE_mesh"
,
i
);
mesh
.
read
(
mesh_file
);
*
RVE_it
=
new
SolidMechanicsModelRVE
(
mesh
,
true
,
_all_dimensions
,
"SMM_RVE"
,
i
);
(
*
RVE_it
)
->
initFull
();
/// compute intial stiffness of the RVE
(
*
RVE_it
)
->
homogenizeStiffness
(
*
C_it
);
}
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialFE2
<
spatial_dimension
>::
computeStress
(
ElementType
el_type
,
GhostType
ghost_type
)
{
// Wikipedia convention:
// 2*eps_ij (i!=j) = voigt_eps_I
// http://en.wikipedia.org/wiki/Voigt_notation
AKANTU_DEBUG_IN
();
Array
<
Real
>::
const_matrix_iterator
C_it
=
this
->
C
(
el_type
,
ghost_type
).
begin
(
voigt_h
::
size
,
voigt_h
::
size
);
// create vectors to store stress and strain in Voigt notation
// for efficient computation of stress
Vector
<
Real
>
voigt_strain
(
voigt_h
::
size
);
Vector
<
Real
>
voigt_stress
(
voigt_h
::
size
);
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN
(
el_type
,
ghost_type
);
const
Matrix
<
Real
>
&
C_mat
=
*
C_it
;
/// copy strains in Voigt notation
for
(
UInt
I
=
0
;
I
<
voigt_h
::
size
;
++
I
)
{
/// copy stress in
Real
voigt_factor
=
voigt_h
::
factors
[
I
];
UInt
i
=
voigt_h
::
vec
[
I
][
0
];
UInt
j
=
voigt_h
::
vec
[
I
][
1
];
voigt_strain
(
I
)
=
voigt_factor
*
(
grad_u
(
i
,
j
)
+
grad_u
(
j
,
i
))
/
2.
;
}
// compute stresses in Voigt notation
voigt_stress
.
mul
<
false
>
(
C_mat
,
voigt_strain
);
/// copy stresses back in full vectorised notation
for
(
UInt
I
=
0
;
I
<
voigt_h
::
size
;
++
I
)
{
UInt
i
=
voigt_h
::
vec
[
I
][
0
];
UInt
j
=
voigt_h
::
vec
[
I
][
1
];
sigma
(
i
,
j
)
=
sigma
(
j
,
i
)
=
voigt_stress
(
I
);
}
++
C_it
;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END
;
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialFE2
<
spatial_dimension
>::
computeTangentModuli
(
const
ElementType
&
el_type
,
Array
<
Real
>
&
tangent_matrix
,
GhostType
ghost_type
)
{
AKANTU_DEBUG_IN
();
Array
<
Real
>::
const_matrix_iterator
C_it
=
this
->
C
(
el_type
,
ghost_type
).
begin
(
voigt_h
::
size
,
voigt_h
::
size
);
MATERIAL_TANGENT_QUADRATURE_POINT_LOOP_BEGIN
(
tangent_matrix
);
tangent
.
copy
(
*
C_it
);
++
C_it
;
MATERIAL_TANGENT_QUADRATURE_POINT_LOOP_END
;
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialFE2
<
spatial_dimension
>::
advanceASR
(
const
Matrix
<
Real
>
&
prestrain
)
{
std
::
vector
<
SolidMechanicsModelRVE
*>::
iterator
RVE_it
=
RVEs
.
begin
();
std
::
vector
<
SolidMechanicsModelRVE
*>::
iterator
RVE_end
=
RVEs
.
end
();
Array
<
Real
>::
matrix_iterator
C_it
=
this
->
C
(
this
->
el_type
).
begin
(
voigt_h
::
size
,
voigt_h
::
size
);
Array
<
Real
>::
matrix_iterator
gradu_it
=
this
->
gradu
(
this
->
el_type
).
begin
(
spatial_dimension
,
spatial_dimension
);
Array
<
Real
>::
matrix_iterator
eigen_gradu_it
=
this
->
eigengradu
(
this
->
el_type
).
begin
(
spatial_dimension
,
spatial_dimension
);
for
(;
RVE_it
!=
RVE_end
;
++
RVE_it
,
++
C_it
,
++
gradu_it
,
++
eigen_gradu_it
)
{
/// apply boundary conditions based on the current macroscopic displ. gradient
(
*
RVE_it
)
->
applyBoundaryConditions
(
*
gradu_it
);
/// advance the ASR in every RVE
(
*
RVE_it
)
->
advanceASR
(
prestrain
);
/// compute the new effective stiffness of the RVE
(
*
RVE_it
)
->
homogenizeStiffness
(
*
C_it
);
/// compute the average eigen_grad_u
(
*
RVE_it
)
->
homogenizeEigenGradU
(
*
eigen_gradu_it
);
}
}
INSTANTIATE_MATERIAL
(
MaterialFE2
);
__END_AKANTU__
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