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test_ASR_damage.cc
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rAKA akantu
test_ASR_damage.cc
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/**
* @file test_ASR_damage.cc
*
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
*
*
* @brief test the solidmechancis model for IGFEM analysis
*
*
* Copyright (©) 2010-2012, 2014 EPFL (Ecole Polytechnique Fédérale de Lausanne)
* Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
*
*/
/* -------------------------------------------------------------------------- */
#include "aka_common.hh"
#include "solid_mechanics_model_igfem.hh"
/* -------------------------------------------------------------------------- */
#include "material_damage_iterative.hh"
#include "material_igfem_saw_tooth_damage.hh"
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
/// function declaration
void
applyBoundaryConditions
(
SolidMechanicsModelIGFEM
&
model
);
class
ASRMaterialSelector
:
public
MaterialSelector
{
public
:
ASRMaterialSelector
(
SolidMechanicsModelIGFEM
&
model
)
:
model
(
model
)
{}
UInt
operator
()(
const
Element
&
elem
)
{
if
(
Mesh
::
getKind
(
elem
.
type
)
==
_ek_igfem
)
/// choose IGFEM material
return
2
;
const
Mesh
&
mesh
=
model
.
getMesh
();
UInt
spatial_dimension
=
model
.
getSpatialDimension
();
Vector
<
Real
>
barycenter
(
spatial_dimension
);
mesh
.
getBarycenter
(
elem
,
barycenter
);
if
(
model
.
isInside
(
barycenter
))
return
1
;
return
0
;
}
protected
:
SolidMechanicsModelIGFEM
&
model
;
};
typedef
Spherical
SK
;
int
main
(
int
argc
,
char
*
argv
[])
{
initialize
(
"material_ASR.dat"
,
argc
,
argv
);
/// problem dimension
const
UInt
spatial_dimension
=
2
;
StaticCommunicator
&
comm
=
akantu
::
StaticCommunicator
::
getStaticCommunicator
();
Int
psize
=
comm
.
getNbProc
();
Int
prank
=
comm
.
whoAmI
();
/// mesh creation
Mesh
mesh
(
spatial_dimension
);
akantu
::
MeshPartition
*
partition
=
NULL
;
if
(
prank
==
0
)
{
mesh
.
read
(
"one_inclusion.msh"
);
/// partition the mesh
partition
=
new
MeshPartitionScotch
(
mesh
,
spatial_dimension
);
partition
->
partitionate
(
psize
);
}
/// model creation
SolidMechanicsModelIGFEM
model
(
mesh
);
model
.
initParallel
(
partition
);
delete
partition
;
/// register the gel pocket list in the model
std
::
list
<
SK
::
Sphere_3
>
gel_pocket_list
;
model
.
registerGeometryObject
(
gel_pocket_list
,
"gel"
);
ASRMaterialSelector
*
mat_selector
;
mat_selector
=
new
ASRMaterialSelector
(
model
);
model
.
setMaterialSelector
(
*
mat_selector
);
model
.
initFull
();
/// add fields that should be dumped
model
.
setBaseName
(
"regular_elements"
);
model
.
addDumpField
(
"material_index"
);
model
.
addDumpField
(
"damage"
);
model
.
addDumpField
(
"Sc"
);
model
.
addDumpField
(
"partitions"
);
model
.
addDumpField
(
"eigen_grad_u"
);
model
.
addDumpField
(
"blocked_dofs"
);
model
.
setBaseNameToDumper
(
"igfem elements"
,
"igfem elements"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"material_index"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"Sc"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"damage"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"lambda"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"eigen_grad_u"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"blocked_dofs"
);
/// dump before the interface generation
model
.
dump
();
model
.
dump
(
"igfem elements"
);
/// weaken one element to enforce damage there
Array
<
Real
>
&
Sc
=
model
.
getMaterial
(
0
).
getInternal
<
Real
>
(
"Sc"
)(
_triangle_3
,
_not_ghost
);
Sc
(
11
)
=
1
;
/// create the gel pocket
Real
initial_gel_radius
=
0.1
;
SK
::
Sphere_3
sphere_1
(
SK
::
Point_3
(
0.
,
0.
,
0.
),
initial_gel_radius
*
initial_gel_radius
);
gel_pocket_list
.
push_back
(
sphere_1
);
/// create the interface
model
.
update
(
"gel"
);
/// apply eigenstrain the eigenstrain in the inclusions
Matrix
<
Real
>
prestrain
(
spatial_dimension
,
spatial_dimension
,
0.
);
for
(
UInt
i
=
0
;
i
<
spatial_dimension
;
++
i
)
prestrain
(
i
,
i
)
=
0.05
;
model
.
applyEigenGradU
(
prestrain
,
"gel"
,
_not_ghost
);
applyBoundaryConditions
(
model
);
/// dump
model
.
dump
(
"igfem elements"
);
model
.
dump
();
/// Instantiate objects of class MyDamageso
MaterialDamageIterative
<
spatial_dimension
>
&
mat_aggregate
=
dynamic_cast
<
MaterialDamageIterative
<
spatial_dimension
>
&>
(
model
.
getMaterial
(
0
));
MaterialIGFEMSawToothDamage
<
spatial_dimension
>
&
mat_igfem
=
dynamic_cast
<
MaterialIGFEMSawToothDamage
<
spatial_dimension
>
&>
(
model
.
getMaterial
(
2
));
bool
factorize
=
false
;
bool
converged
=
false
;
Real
error
;
UInt
nb_damaged_elements
=
0
;
Real
max_eq_stress_aggregate
=
0
;
Real
max_igfem
=
0
;
const
Array
<
Real
>
&
stress
=
model
.
getMaterial
(
2
).
getStress
(
_igfem_triangle_5
,
_not_ghost
);
Array
<
Real
>::
const_matrix_iterator
stress_it
=
stress
.
begin
(
spatial_dimension
,
spatial_dimension
);
do
{
converged
=
model
.
solveStep
<
_scm_newton_raphson_tangent
,
SolveConvergenceCriteria
::
_increment
>
(
1e-6
,
error
,
2
,
factorize
);
/// compute damage
max_eq_stress_aggregate
=
mat_aggregate
.
getNormMaxEquivalentStress
();
max_igfem
=
mat_igfem
.
getNormMaxEquivalentStress
();
if
(
max_eq_stress_aggregate
>
max_igfem
)
nb_damaged_elements
=
mat_aggregate
.
updateDamage
();
else
nb_damaged_elements
=
mat_igfem
.
updateDamage
();
std
::
cout
<<
"damaged elements: "
<<
nb_damaged_elements
<<
std
::
endl
;
for
(
UInt
i
=
0
;
i
<
5
;
++
i
)
{
std
::
cout
<<
*
stress_it
<<
std
::
endl
;
++
stress_it
;
}
model
.
dump
();
model
.
dump
(
"igfem elements"
);
}
while
(
nb_damaged_elements
);
model
.
dump
();
model
.
dump
(
"igfem elements"
);
finalize
();
return
EXIT_SUCCESS
;
}
/* -------------------------------------------------------------------------- */
void
applyBoundaryConditions
(
SolidMechanicsModelIGFEM
&
model
)
{
/// boundary conditions
Mesh
&
mesh
=
model
.
getMesh
();
mesh
.
computeBoundingBox
();
const
Vector
<
Real
>
&
lowerBounds
=
mesh
.
getLowerBounds
();
const
Vector
<
Real
>
&
upperBounds
=
mesh
.
getUpperBounds
();
Real
bottom
=
lowerBounds
(
1
);
Real
top
=
upperBounds
(
1
);
Real
left
=
lowerBounds
(
0
);
// Real right = upperBounds(0);
Real
eps
=
std
::
abs
((
top
-
bottom
)
*
1e-12
);
const
Array
<
Real
>
&
pos
=
mesh
.
getNodes
();
Array
<
Real
>
&
disp
=
model
.
getDisplacement
();
Array
<
bool
>
&
boun
=
model
.
getBlockedDOFs
();
disp
.
zero
();
boun
.
zero
();
/// free expansion
for
(
UInt
i
=
0
;
i
<
mesh
.
getNbNodes
();
++
i
)
{
if
(
std
::
abs
(
pos
(
i
,
1
)
-
bottom
)
<
eps
)
{
boun
(
i
,
1
)
=
true
;
disp
(
i
,
1
)
=
0.0
;
}
if
(
std
::
abs
(
pos
(
i
,
0
)
-
left
)
<
eps
)
{
boun
(
i
,
0
)
=
true
;
disp
(
i
,
0
)
=
0.0
;
}
}
}
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