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material_brittle_non_local_inline_impl.cc
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rAKA akantu
material_brittle_non_local_inline_impl.cc
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/**
* @file material_brittle_non_local_inline_impl.cc
*
* @author Daniel Pino Muñoz <daniel.pinomunoz@epfl.ch>
*
* @date Tue Mar 05 18:18:29 2014
*
* @brief MaterialBrittleNonLocal inline function implementation
*
* @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/>.
*
*/
/* -------------------------------------------------------------------------- */
__END_AKANTU__
#if defined(AKANTU_DEBUG_TOOLS)
#include "aka_debug_tools.hh"
#include <string>
#endif
__BEGIN_AKANTU__
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
,
template
<
UInt
>
class
WeigthFunction
>
MaterialBrittleNonLocal
<
spatial_dimension
,
WeigthFunction
>::
MaterialBrittleNonLocal
(
SolidMechanicsModel
&
model
,
const
ID
&
id
)
:
Material
(
model
,
id
),
MaterialBrittleNonLocalParent
(
model
,
id
),
Sigma_max
(
"Sigma max"
,
*
this
),
Sigma_maxnl
(
"Sigma_max non local"
,
*
this
),
Sigma_fracture
(
"Sigma_fracture"
,
*
this
){
AKANTU_DEBUG_IN
();
this
->
is_non_local
=
true
;
this
->
Sigma_max
.
initialize
(
1
);
this
->
Sigma_maxnl
.
initialize
(
1
);
this
->
Sigma_fracture
.
initialize
(
1
);
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
,
template
<
UInt
>
class
WeigthFunction
>
void
MaterialBrittleNonLocal
<
spatial_dimension
,
WeigthFunction
>::
initMaterial
()
{
AKANTU_DEBUG_IN
();
this
->
registerNonLocalVariable
(
Sigma_max
,
Sigma_maxnl
,
1
);
MaterialBrittleNonLocalParent
::
initMaterial
();
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
,
template
<
UInt
>
class
WeigthFunction
>
void
MaterialBrittleNonLocal
<
spatial_dimension
,
WeigthFunction
>::
computeStress
(
ElementType
el_type
,
GhostType
ghost_type
)
{
AKANTU_DEBUG_IN
();
Real
*
dam
=
this
->
damage
(
el_type
,
ghost_type
).
storage
();
Real
*
Sigma_maxt
=
this
->
Sigma_max
(
el_type
,
ghost_type
).
storage
();
Real
*
fracture_stress
=
this
->
Sigma_fracture
(
el_type
,
ghost_type
).
storage
();
Array
<
Real
>
&
velocity
=
this
->
model
->
getVelocity
();
Array
<
Real
>
&
strain_rate_brittle
=
this
->
strain_rate_brittle
(
el_type
,
ghost_type
);
Array
<
UInt
>
&
elem_filter
=
this
->
element_filter
(
el_type
,
ghost_type
);
this
->
model
->
getFEEngine
().
gradientOnQuadraturePoints
(
velocity
,
strain_rate_brittle
,
spatial_dimension
,
el_type
,
ghost_type
,
elem_filter
);
Array
<
Real
>::
iterator
<
Matrix
<
Real
>
>
strain_rate_it
=
this
->
strain_rate_brittle
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
,
spatial_dimension
);
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN
(
el_type
,
ghost_type
);
Matrix
<
Real
>
&
grad_v
=
*
strain_rate_it
;
MaterialBrittle
<
spatial_dimension
>::
computeStressOnQuad
(
grad_u
,
grad_v
,
sigma
,
*
dam
,
*
Sigma_maxt
,
*
fracture_stress
);
++
dam
;
++
strain_rate_it
;
++
Sigma_maxt
;
++
fracture_stress
;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END
;
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
,
template
<
UInt
>
class
WeigthFunction
>
void
MaterialBrittleNonLocal
<
spatial_dimension
,
WeigthFunction
>::
computeNonLocalStress
(
ElementType
type
,
GhostType
ghost_type
)
{
AKANTU_DEBUG_IN
();
Real
*
dam
=
this
->
damage
(
type
,
ghost_type
).
storage
();
Real
*
Sigma_maxnlt
=
this
->
Sigma_maxnl
(
type
,
ghost_type
).
storage
();
Real
*
fracture_stress
=
this
->
Sigma_fracture
(
type
,
ghost_type
).
storage
();
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_BEGIN
(
type
,
ghost_type
);
this
->
computeDamageAndStressOnQuad
(
sigma
,
*
dam
,
*
Sigma_maxnlt
,
*
fracture_stress
);
++
dam
;
++
Sigma_maxnlt
;
++
fracture_stress
;
MATERIAL_STRESS_QUADRATURE_POINT_LOOP_END
;
AKANTU_DEBUG_OUT
();
}
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