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test_material_igfem_iterative_stiffness_reduction_parallel.cc
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rAKA akantu
test_material_igfem_iterative_stiffness_reduction_parallel.cc
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/**
* @file test_material_igfem_iterative_stiffness_reduction_parallel.cc
* @author Aurelia Isabel Cuba Ramos <aurelia.cubaramos@epfl.ch>
* @date Thu Nov 26 12:20:15 2015
*
* @brief test the material iterative stiffness reduction in parallel
*
*
* 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/>.
*
*/
/* -------------------------------------------------------------------------- */
#include "material_igfem_saw_tooth_damage.hh"
#include "material_iterative_stiffness_reduction.hh"
#include "solid_mechanics_model_igfem.hh"
/* -------------------------------------------------------------------------- */
using
namespace
akantu
;
/// function declaration
bool
checkDamageState
(
UInt
step
,
const
SolidMechanicsModelIGFEM
&
model
);
class
TestMaterialSelector
:
public
MaterialSelector
{
public
:
TestMaterialSelector
(
SolidMechanicsModelIGFEM
&
model
)
:
MaterialSelector
(),
model
(
model
),
spatial_dimension
(
model
.
getSpatialDimension
())
{}
UInt
operator
()(
const
Element
&
element
)
{
if
(
Mesh
::
getKind
(
element
.
type
)
==
_ek_igfem
)
return
2
;
else
{
/// regular elements
const
Mesh
&
mesh
=
model
.
getMesh
();
Vector
<
Real
>
barycenter
(
this
->
spatial_dimension
);
mesh
.
getBarycenter
(
element
,
barycenter
);
/// check if element belongs to ASR gel
if
(
model
.
isInside
(
barycenter
))
return
1
;
}
return
0
;
}
protected
:
SolidMechanicsModelIGFEM
&
model
;
UInt
spatial_dimension
;
};
/* -------------------------------------------------------------------------- */
/* Main */
/* -------------------------------------------------------------------------- */
int
main
(
int
argc
,
char
*
argv
[])
{
Math
::
setTolerance
(
1e-13
);
debug
::
setDebugLevel
(
dblWarning
);
initialize
(
"material_stiffness_reduction_2.dat"
,
argc
,
argv
);
const
UInt
spatial_dimension
=
2
;
StaticCommunicator
&
comm
=
akantu
::
StaticCommunicator
::
getStaticCommunicator
();
Int
psize
=
comm
.
getNbProc
();
Int
prank
=
comm
.
whoAmI
();
/// read the mesh and partion it
Mesh
mesh
(
spatial_dimension
);
akantu
::
MeshPartition
*
partition
=
NULL
;
if
(
prank
==
0
)
{
mesh
.
read
(
"test_damage_transfer.msh"
);
/// partition the mesh
partition
=
new
MeshPartitionScotch
(
mesh
,
spatial_dimension
);
partition
->
partitionate
(
psize
);
}
/// model creation
SolidMechanicsModelIGFEM
model
(
mesh
);
model
.
initParallel
(
partition
);
delete
partition
;
Math
::
setTolerance
(
1.e-14
);
/// intialize the geometry and set the material selector
std
::
list
<
SK
::
Sphere_3
>
inclusions_list
;
model
.
registerGeometryObject
(
inclusions_list
,
"inclusion"
);
Real
radius
=
0.125
;
;
Vector
<
Real
>
center
(
spatial_dimension
);
center
(
0
)
=
0.
;
center
(
1
)
=
0.
;
SK
::
Sphere_3
sphere
(
SK
::
Point_3
(
center
(
0
),
center
(
1
),
0.
),
radius
*
radius
);
inclusions_list
.
push_back
(
sphere
);
TestMaterialSelector
*
mat_selector
=
new
TestMaterialSelector
(
model
);
model
.
setMaterialSelector
(
*
mat_selector
);
/// initialization of the model
model
.
initFull
();
/// boundary conditions
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
eps
=
std
::
abs
((
top
-
bottom
)
*
1e-6
);
const
Array
<
Real
>
&
pos
=
mesh
.
getNodes
();
Array
<
bool
>
&
boun
=
model
.
getBlockedDOFs
();
Array
<
Real
>
&
disp
=
model
.
getDisplacement
();
for
(
UInt
n
=
0
;
n
<
mesh
.
getNbNodes
();
++
n
)
{
if
(
std
::
abs
(
pos
(
n
,
1
)
-
bottom
)
<
eps
)
{
boun
(
n
,
1
)
=
true
;
disp
(
n
,
1
)
=
0.
;
}
if
(
std
::
abs
(
pos
(
n
,
1
)
-
top
)
<
eps
)
{
boun
(
n
,
1
)
=
true
;
disp
(
n
,
1
)
=
1.e-3
;
}
if
(
std
::
abs
(
pos
(
n
,
0
)
-
left
)
<
eps
)
{
boun
(
n
,
0
)
=
true
;
disp
(
n
,
0
)
=
0.
;
}
}
/// add fields that should be dumped
model
.
setBaseName
(
"regular"
);
model
.
addDumpField
(
"material_index"
);
model
.
addDumpFieldVector
(
"displacement"
);
;
model
.
addDumpField
(
"stress"
);
model
.
addDumpField
(
"blocked_dofs"
);
model
.
addDumpField
(
"residual"
);
model
.
addDumpField
(
"grad_u"
);
model
.
addDumpField
(
"damage"
);
model
.
addDumpField
(
"partitions"
);
model
.
addDumpField
(
"Sc"
);
model
.
addDumpField
(
"force"
);
model
.
addDumpField
(
"equivalent_stress"
);
model
.
addDumpField
(
"ultimate_strain"
);
model
.
setBaseNameToDumper
(
"igfem elements"
,
"igfem elements"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"material_index"
);
model
.
addDumpFieldVectorToDumper
(
"igfem elements"
,
"displacement"
);
;
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"stress"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"blocked_dofs"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"residual"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"grad_u"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"damage"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"partitions"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"Sc"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"force"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"equivalent_stress"
);
model
.
addDumpFieldToDumper
(
"igfem elements"
,
"ultimate_strain"
);
model
.
dump
();
model
.
dump
(
"igfem elements"
);
/// create the interface
model
.
update
(
"inclusion"
);
/// get a reference to the damage materials
MaterialIterativeStiffnessReduction
<
spatial_dimension
>
&
material
=
dynamic_cast
<
MaterialIterativeStiffnessReduction
<
spatial_dimension
>
&>
(
model
.
getMaterial
(
0
));
MaterialIGFEMSawToothDamage
<
spatial_dimension
>
&
igfem_material
=
dynamic_cast
<
MaterialIGFEMSawToothDamage
<
spatial_dimension
>
&>
(
model
.
getMaterial
(
2
));
Real
error
;
bool
converged
=
false
;
UInt
nb_damaged_elements
=
0
;
Real
max_eq_stress_regular
=
0
;
Real
max_eq_stress_igfem
=
0
;
/// solve the system
UInt
s
=
0
;
do
{
converged
=
model
.
solveStep
<
_scm_newton_raphson_tangent_modified
,
SolveConvergenceCriteria
::
_increment
>
(
1e-12
,
error
,
2
);
if
(
converged
==
false
)
{
std
::
cout
<<
"The error is: "
<<
error
<<
std
::
endl
;
AKANTU_DEBUG_ASSERT
(
converged
,
"Did not converge"
);
}
/// compute damage
max_eq_stress_regular
=
material
.
getNormMaxEquivalentStress
();
max_eq_stress_igfem
=
igfem_material
.
getNormMaxEquivalentStress
();
if
(
max_eq_stress_regular
>
max_eq_stress_igfem
)
nb_damaged_elements
=
material
.
updateDamage
();
else
if
(
max_eq_stress_regular
==
max_eq_stress_igfem
)
{
nb_damaged_elements
=
material
.
updateDamage
();
nb_damaged_elements
+=
igfem_material
.
updateDamage
();
}
else
nb_damaged_elements
=
igfem_material
.
updateDamage
();
model
.
dump
();
model
.
dump
(
"igfem elements"
);
/// check the current damage state
if
(
!
checkDamageState
(
s
,
model
))
{
std
::
cout
<<
"error in the damage compuation"
<<
std
::
endl
;
finalize
();
return
EXIT_FAILURE
;
}
s
++
;
}
while
(
nb_damaged_elements
);
finalize
();
return
EXIT_SUCCESS
;
}
/* -------------------------------------------------------------------------- */
bool
checkDamageState
(
UInt
step
,
const
SolidMechanicsModelIGFEM
&
model
)
{
bool
test_result
=
true
;
const
UInt
spatial_dimension
=
model
.
getSpatialDimension
();
const
Mesh
&
mesh
=
model
.
getMesh
();
StaticCommunicator
&
comm
=
StaticCommunicator
::
getStaticCommunicator
();
Int
psize
=
comm
.
getNbProc
();
if
(
psize
==
1
)
{
const
ElementType
element_type
=
_triangle_3
;
/// prepare output: compute barycenters for elements that can be damaged
const
Array
<
UInt
>
&
element_filter
=
model
.
getMaterial
(
0
).
getElementFilter
(
element_type
,
_not_ghost
);
Array
<
Real
>
barycenters
(
element_filter
.
getSize
(),
spatial_dimension
);
Array
<
Real
>::
vector_iterator
bary_it
=
barycenters
.
begin
(
spatial_dimension
);
for
(
UInt
e
=
0
;
e
<
element_filter
.
getSize
();
++
e
,
++
bary_it
)
{
UInt
global_el_idx
=
element_filter
(
e
);
mesh
.
getBarycenter
(
global_el_idx
,
element_type
,
bary_it
->
storage
(),
_not_ghost
);
}
const
Array
<
Real
>
&
damage
=
model
.
getMaterial
(
0
).
getInternal
<
Real
>
(
"damage"
)(
element_type
,
_not_ghost
);
const
Array
<
Real
>
&
Sc
=
model
.
getMaterial
(
0
).
getInternal
<
Real
>
(
"Sc"
)(
element_type
,
_not_ghost
);
std
::
ostringstream
file_name
;
file_name
<<
"step_"
<<
std
::
setfill
(
'0'
)
<<
std
::
setw
(
3
)
<<
step
<<
".txt"
;
std
::
ofstream
file_output
;
file_output
.
open
(
file_name
.
str
());
file_output
<<
std
::
setprecision
(
14
);
for
(
UInt
e
=
0
;
e
<
barycenters
.
getSize
();
++
e
)
file_output
<<
barycenters
(
e
,
0
)
<<
" "
<<
barycenters
(
e
,
1
)
<<
" "
<<
damage
(
e
)
<<
" "
<<
Sc
(
e
)
<<
std
::
endl
;
/// igfem elements
const
ElementType
element_type_igfem
=
_igfem_triangle_5
;
/// prepare output: compute barycenters for elements that can be damaged
UInt
nb_igfem_elements
=
mesh
.
getNbElement
(
_igfem_triangle_5
,
_not_ghost
);
UInt
nb_sub_elements
=
2
;
Array
<
Real
>
barycenters_igfem
(
nb_sub_elements
*
nb_igfem_elements
,
spatial_dimension
);
bary_it
=
barycenters_igfem
.
begin
(
spatial_dimension
);
for
(
UInt
e
=
0
;
e
<
nb_igfem_elements
;
++
e
)
{
/// note global index is local index because there is only one igfem
/// material
for
(
UInt
s
=
0
;
s
<
nb_sub_elements
;
++
s
,
++
bary_it
)
model
.
getSubElementBarycenter
(
e
,
s
,
element_type_igfem
,
*
bary_it
,
_not_ghost
);
}
const
Array
<
Real
>
&
damage_igfem
=
model
.
getMaterial
(
2
).
getInternal
<
Real
>
(
"damage"
)(
element_type_igfem
,
_not_ghost
);
Array
<
Real
>::
const_scalar_iterator
dam_it
=
damage_igfem
.
begin
();
const
Array
<
Real
>
&
Sc_igfem
=
model
.
getMaterial
(
2
).
getInternal
<
Real
>
(
"Sc"
)(
element_type_igfem
,
_not_ghost
);
Array
<
Real
>::
const_scalar_iterator
Sc_it
=
Sc_igfem
.
begin
();
for
(
UInt
e
=
0
;
e
<
nb_igfem_elements
;
++
e
)
{
for
(
UInt
s
=
0
;
s
<
nb_sub_elements
;
++
s
)
if
(
IGFEMHelper
::
getSubElementType
(
element_type_igfem
,
s
)
==
_triangle_3
)
{
file_output
<<
barycenters_igfem
(
e
*
nb_sub_elements
+
s
,
0
)
<<
" "
<<
barycenters_igfem
(
e
*
nb_sub_elements
+
s
,
1
)
<<
" "
<<
*
dam_it
<<
" "
<<
*
Sc_it
<<
std
::
endl
;
++
dam_it
;
++
Sc_it
;
}
else
if
(
IGFEMHelper
::
getSubElementType
(
element_type_igfem
,
s
)
==
_quadrangle_4
)
{
file_output
<<
barycenters_igfem
(
e
*
nb_sub_elements
+
s
,
0
)
<<
" "
<<
barycenters_igfem
(
e
*
nb_sub_elements
+
s
,
1
)
<<
" "
<<
*
dam_it
<<
" "
<<
*
Sc_it
<<
std
::
endl
;
dam_it
+=
4
;
Sc_it
+=
4
;
}
}
}
else
{
/// read data
Real
default_tolerance
=
Math
::
getTolerance
();
Math
::
setTolerance
(
1.e-10
);
std
::
stringstream
results_file
;
results_file
<<
"step_"
<<
std
::
setfill
(
'0'
)
<<
std
::
setw
(
3
)
<<
step
<<
".txt"
;
std
::
ifstream
damage_input
;
damage_input
.
open
(
results_file
.
str
().
c_str
());
Array
<
Real
>
damage_result
(
0
,
1
);
Array
<
Real
>
Sc_result
(
0
,
1
);
Array
<
Real
>
bary_regular
(
0
,
spatial_dimension
);
Vector
<
Real
>
bary
(
spatial_dimension
);
Real
dam
=
0.
;
Real
strength
=
0
;
while
(
damage_input
.
good
())
{
damage_input
>>
bary
(
0
)
>>
bary
(
1
)
>>
dam
>>
strength
;
bary_regular
.
push_back
(
bary
);
damage_result
.
push_back
(
dam
);
Sc_result
.
push_back
(
strength
);
}
/// compare the results
Array
<
Real
>::
const_vector_iterator
bary_it
;
Array
<
Real
>::
const_vector_iterator
bary_begin
=
bary_regular
.
begin
(
spatial_dimension
);
Array
<
Real
>::
const_vector_iterator
bary_end
=
bary_regular
.
end
(
spatial_dimension
);
/// compare the regular elements
ElementType
element_type
=
_triangle_3
;
const
Array
<
UInt
>
&
element_filter
=
model
.
getMaterial
(
0
).
getElementFilter
(
element_type
,
_not_ghost
);
const
Array
<
Real
>
&
damage_regular_el
=
model
.
getMaterial
(
0
).
getInternal
<
Real
>
(
"damage"
)(
element_type
,
_not_ghost
);
const
Array
<
Real
>
&
Sc_regular_el
=
model
.
getMaterial
(
0
).
getInternal
<
Real
>
(
"Sc"
)(
element_type
,
_not_ghost
);
for
(
UInt
e
=
0
;
e
<
element_filter
.
getSize
();
++
e
)
{
UInt
global_el_idx
=
element_filter
(
e
);
mesh
.
getBarycenter
(
global_el_idx
,
element_type
,
bary
.
storage
(),
_not_ghost
);
/// find element
for
(
bary_it
=
bary_begin
;
bary_it
!=
bary_end
;
++
bary_it
)
{
UInt
matched_dim
=
0
;
while
(
matched_dim
<
spatial_dimension
&&
Math
::
are_float_equal
(
bary
(
matched_dim
),
(
*
bary_it
)(
matched_dim
)))
++
matched_dim
;
if
(
matched_dim
==
spatial_dimension
)
break
;
}
if
(
bary_it
==
bary_end
)
{
std
::
cout
<<
"Element barycenter not found!"
<<
std
::
endl
;
return
false
;
}
UInt
matched_el
=
bary_it
-
bary_begin
;
if
(
std
::
abs
(
damage_result
(
matched_el
)
-
damage_regular_el
(
e
))
>
1.e-12
||
std
::
abs
(
Sc_result
(
matched_el
)
-
Sc_regular_el
(
e
))
>
1.e-4
)
{
test_result
=
false
;
break
;
}
}
/// compare the IGFEM elements
UInt
nb_sub_elements
=
2
;
element_type
=
_igfem_triangle_5
;
const
Array
<
UInt
>
&
element_filter_igfem
=
model
.
getMaterial
(
2
).
getElementFilter
(
element_type
,
_not_ghost
);
const
Array
<
Real
>
&
damage_regular_el_igfem
=
model
.
getMaterial
(
2
).
getInternal
<
Real
>
(
"damage"
)(
element_type
,
_not_ghost
);
Array
<
Real
>::
const_scalar_iterator
dam_igfem_it
=
damage_regular_el_igfem
.
begin
();
const
Array
<
Real
>
&
Sc_regular_el_igfem
=
model
.
getMaterial
(
2
).
getInternal
<
Real
>
(
"Sc"
)(
element_type
,
_not_ghost
);
Array
<
Real
>::
const_scalar_iterator
Sc_igfem_it
=
Sc_regular_el_igfem
.
begin
();
for
(
UInt
e
=
0
;
e
<
element_filter_igfem
.
getSize
();
++
e
)
{
UInt
global_el_idx
=
element_filter_igfem
(
e
);
for
(
UInt
s
=
0
;
s
<
nb_sub_elements
;
++
s
)
{
model
.
getSubElementBarycenter
(
global_el_idx
,
s
,
element_type
,
bary
,
_not_ghost
);
/// find element
for
(
bary_it
=
bary_begin
;
bary_it
!=
bary_end
;
++
bary_it
)
{
UInt
matched_dim
=
0
;
while
(
matched_dim
<
spatial_dimension
&&
Math
::
are_float_equal
(
bary
(
matched_dim
),
(
*
bary_it
)(
matched_dim
)))
++
matched_dim
;
if
(
matched_dim
==
spatial_dimension
)
break
;
}
if
(
bary_it
==
bary_end
)
{
std
::
cout
<<
"Sub-element barycenter not found!"
<<
std
::
endl
;
return
false
;
}
UInt
matched_el
=
bary_it
-
bary_begin
;
if
(
std
::
abs
(
damage_result
(
matched_el
)
-
*
dam_igfem_it
)
>
1.e-12
||
std
::
abs
(
Sc_result
(
matched_el
)
-
*
Sc_igfem_it
)
>
1.e-4
)
{
test_result
=
false
;
break
;
}
if
(
IGFEMHelper
::
getSubElementType
(
element_type
,
s
)
==
_triangle_3
)
{
++
Sc_igfem_it
;
++
dam_igfem_it
;
}
else
if
(
IGFEMHelper
::
getSubElementType
(
element_type
,
s
)
==
_quadrangle_4
)
{
Sc_igfem_it
+=
4
;
dam_igfem_it
+=
4
;
}
}
}
Math
::
setTolerance
(
default_tolerance
);
}
return
test_result
;
}
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