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rAKA akantu
material_cohesive_linear_fatigue.cc
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/**
* @file material_cohesive_linear_fatigue.cc
*
* @author Marco Vocialta <marco.vocialta@epfl.ch>
*
* @date creation: Fri Feb 20 2015
* @date last modification: Tue Jan 12 2016
*
* @brief See material_cohesive_linear_fatigue.hh for information
*
* @section LICENSE
*
* Copyright (©) 2015 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_cohesive_linear_fatigue.hh"
namespace
akantu
{
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
MaterialCohesiveLinearFatigue
<
spatial_dimension
>
::
MaterialCohesiveLinearFatigue
(
SolidMechanicsModel
&
model
,
const
ID
&
id
)
:
MaterialCohesiveLinear
<
spatial_dimension
>
(
model
,
id
),
delta_prec
(
"delta_prec"
,
*
this
),
K_plus
(
"K_plus"
,
*
this
),
K_minus
(
"K_minus"
,
*
this
),
T_1d
(
"T_1d"
,
*
this
),
switches
(
"switches"
,
*
this
),
delta_dot_prec
(
"delta_dot_prec"
,
*
this
),
normal_regime
(
"normal_regime"
,
*
this
)
{
this
->
registerParam
(
"delta_f"
,
delta_f
,
Real
(
-
1.
)
,
_pat_parsable
|
_pat_readable
,
"delta_f"
);
this
->
registerParam
(
"progressive_delta_f"
,
progressive_delta_f
,
false
,
_pat_parsable
|
_pat_readable
,
"Whether or not delta_f is equal to delta_max"
);
this
->
registerParam
(
"count_switches"
,
count_switches
,
false
,
_pat_parsable
|
_pat_readable
,
"Count the opening/closing switches per element"
);
this
->
registerParam
(
"fatigue_ratio"
,
fatigue_ratio
,
Real
(
1.
),
_pat_parsable
|
_pat_readable
,
"What portion of the cohesive law is subjected to fatigue"
);
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialCohesiveLinearFatigue
<
spatial_dimension
>::
initMaterial
()
{
MaterialCohesiveLinear
<
spatial_dimension
>::
initMaterial
();
// check that delta_f has a proper value or assign a defaul value
if
(
delta_f
<
0
)
delta_f
=
this
->
delta_c_eff
;
else
if
(
delta_f
<
this
->
delta_c_eff
)
AKANTU_ERROR
(
"Delta_f must be greater or equal to delta_c"
);
delta_prec
.
initialize
(
1
);
K_plus
.
initialize
(
1
);
K_minus
.
initialize
(
1
);
T_1d
.
initialize
(
1
);
normal_regime
.
initialize
(
1
);
if
(
count_switches
)
{
switches
.
initialize
(
1
);
delta_dot_prec
.
initialize
(
1
);
}
}
/* -------------------------------------------------------------------------- */
template
<
UInt
spatial_dimension
>
void
MaterialCohesiveLinearFatigue
<
spatial_dimension
>
::
computeTraction
(
const
Array
<
Real
>
&
normal
,
ElementType
el_type
,
GhostType
ghost_type
)
{
AKANTU_DEBUG_IN
();
/// define iterators
Array
<
Real
>::
vector_iterator
traction_it
=
this
->
tractions
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
);
Array
<
Real
>::
vector_iterator
opening_it
=
this
->
opening
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
);
Array
<
Real
>::
vector_iterator
contact_traction_it
=
this
->
contact_tractions
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
);
Array
<
Real
>::
vector_iterator
contact_opening_it
=
this
->
contact_opening
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
);
Array
<
Real
>::
const_vector_iterator
normal_it
=
normal
.
begin
(
spatial_dimension
);
Array
<
Real
>::
vector_iterator
traction_end
=
this
->
tractions
(
el_type
,
ghost_type
).
end
(
spatial_dimension
);
const
Array
<
Real
>
&
sigma_c_array
=
this
->
sigma_c_eff
(
el_type
,
ghost_type
);
Array
<
Real
>
&
delta_max_array
=
this
->
delta_max
(
el_type
,
ghost_type
);
const
Array
<
Real
>
&
delta_c_array
=
this
->
delta_c_eff
(
el_type
,
ghost_type
);
Array
<
Real
>
&
damage_array
=
this
->
damage
(
el_type
,
ghost_type
);
Array
<
Real
>::
vector_iterator
insertion_stress_it
=
this
->
insertion_stress
(
el_type
,
ghost_type
).
begin
(
spatial_dimension
);
Array
<
Real
>
&
delta_prec_array
=
delta_prec
(
el_type
,
ghost_type
);
Array
<
Real
>
&
K_plus_array
=
K_plus
(
el_type
,
ghost_type
);
Array
<
Real
>
&
K_minus_array
=
K_minus
(
el_type
,
ghost_type
);
Array
<
Real
>
&
T_1d_array
=
T_1d
(
el_type
,
ghost_type
);
Array
<
bool
>
&
normal_regime_array
=
normal_regime
(
el_type
,
ghost_type
);
Array
<
UInt
>
*
switches_array
=
nullptr
;
Array
<
Real
>
*
delta_dot_prec_array
=
nullptr
;
if
(
count_switches
)
{
switches_array
=
&
switches
(
el_type
,
ghost_type
);
delta_dot_prec_array
=
&
delta_dot_prec
(
el_type
,
ghost_type
);
}
auto
*
memory_space
=
new
Real
[
2
*
spatial_dimension
];
Vector
<
Real
>
normal_opening
(
memory_space
,
spatial_dimension
);
Vector
<
Real
>
tangential_opening
(
memory_space
+
spatial_dimension
,
spatial_dimension
);
Real
tolerance
=
Math
::
getTolerance
();
/// loop on each quadrature point
for
(
UInt
q
=
0
;
traction_it
!=
traction_end
;
++
traction_it
,
++
opening_it
,
++
normal_it
,
++
contact_traction_it
,
++
insertion_stress_it
,
++
contact_opening_it
,
++
q
)
{
/// compute normal and tangential opening vectors
Real
normal_opening_norm
=
opening_it
->
dot
(
*
normal_it
);
normal_opening
=
(
*
normal_it
);
normal_opening
*=
normal_opening_norm
;
tangential_opening
=
*
opening_it
;
tangential_opening
-=
normal_opening
;
Real
tangential_opening_norm
=
tangential_opening
.
norm
();
/**
* compute effective opening displacement
* @f$ \delta = \sqrt{
* \frac{\beta^2}{\kappa^2} \Delta_t^2 + \Delta_n^2 } @f$
*/
Real
delta
=
tangential_opening_norm
*
tangential_opening_norm
*
this
->
beta2_kappa2
;
bool
penetration
=
normal_opening_norm
<
-
tolerance
;
if
(
this
->
contact_after_breaking
==
false
&&
Math
::
are_float_equal
(
damage_array
(
q
),
1.
))
penetration
=
false
;
if
(
penetration
)
{
/// use penalty coefficient in case of penetration
*
contact_traction_it
=
normal_opening
;
*
contact_traction_it
*=
this
->
penalty
;
*
contact_opening_it
=
normal_opening
;
/// don't consider penetration contribution for delta
*
opening_it
=
tangential_opening
;
normal_opening
.
clear
();
}
else
{
delta
+=
normal_opening_norm
*
normal_opening_norm
;
contact_traction_it
->
clear
();
contact_opening_it
->
clear
();
}
delta
=
std
::
sqrt
(
delta
);
/**
* Compute traction @f$ \mathbf{T} = \left(
* \frac{\beta^2}{\kappa} \Delta_t \mathbf{t} + \Delta_n
* \mathbf{n} \right) \frac{\sigma_c}{\delta} \left( 1-
* \frac{\delta}{\delta_c} \right)@f$
*/
// update maximum displacement and damage
delta_max_array
(
q
)
=
std
::
max
(
delta
,
delta_max_array
(
q
));
damage_array
(
q
)
=
std
::
min
(
delta_max_array
(
q
)
/
delta_c_array
(
q
),
Real
(
1.
));
Real
delta_dot
=
delta
-
delta_prec_array
(
q
);
// count switches if asked
if
(
count_switches
)
{
if
(
(
delta_dot
>
0.
&&
(
*
delta_dot_prec_array
)(
q
)
<=
0.
)
||
(
delta_dot
<
0.
&&
(
*
delta_dot_prec_array
)(
q
)
>=
0.
)
)
++
((
*
switches_array
)(
q
));
(
*
delta_dot_prec_array
)(
q
)
=
delta_dot
;
}
// set delta_f equal to delta_max if desired
if
(
progressive_delta_f
)
delta_f
=
delta_max_array
(
q
);
// broken element case
if
(
Math
::
are_float_equal
(
damage_array
(
q
),
1.
))
traction_it
->
clear
();
// just inserted element case
else
if
(
Math
::
are_float_equal
(
damage_array
(
q
),
0.
))
{
if
(
penetration
)
traction_it
->
clear
();
else
*
traction_it
=
*
insertion_stress_it
;
// initialize the 1d traction to sigma_c
T_1d_array
(
q
)
=
sigma_c_array
(
q
);
}
// normal case
else
{
// if element is closed then there are zero tractions
if
(
delta
<=
tolerance
)
traction_it
->
clear
();
// otherwise compute new tractions if the new delta is different
// than the previous one
else
if
(
std
::
abs
(
delta_dot
)
>
tolerance
)
{
// loading case
if
(
delta_dot
>
0.
)
{
if
(
!
normal_regime_array
(
q
))
{
// equation (4) of the article
K_plus_array
(
q
)
*=
1.
-
delta_dot
/
delta_f
;
// equivalent to equation (2) of the article
T_1d_array
(
q
)
+=
K_plus_array
(
q
)
*
delta_dot
;
// in case of reloading, traction must not exceed that of the
// envelop of the cohesive law
Real
max_traction
=
sigma_c_array
(
q
)
*
(
1
-
delta
/
delta_c_array
(
q
));
bool
max_traction_exceeded
=
T_1d_array
(
q
)
>
max_traction
;
if
(
max_traction_exceeded
)
T_1d_array
(
q
)
=
max_traction
;
// switch to standard linear cohesive law
if
(
delta_max_array
(
q
)
>
fatigue_ratio
*
delta_c_array
(
q
))
{
// reset delta_max to avoid big jumps in the traction
delta_max_array
(
q
)
=
sigma_c_array
(
q
)
/
(
T_1d_array
(
q
)
/
delta
+
sigma_c_array
(
q
)
/
delta_c_array
(
q
));
damage_array
(
q
)
=
std
::
min
(
delta_max_array
(
q
)
/
delta_c_array
(
q
),
Real
(
1.
));
K_minus_array
(
q
)
=
sigma_c_array
(
q
)
/
delta_max_array
(
q
)
*
(
1.
-
damage_array
(
q
));
normal_regime_array
(
q
)
=
true
;
}
else
{
// equation (3) of the article
K_minus_array
(
q
)
=
T_1d_array
(
q
)
/
delta
;
// if the traction is following the cohesive envelop, then
// K_plus has to be reset
if
(
max_traction_exceeded
)
K_plus_array
(
q
)
=
K_minus_array
(
q
);
}
}
else
{
// compute stiffness according to the standard law
K_minus_array
(
q
)
=
sigma_c_array
(
q
)
/
delta_max_array
(
q
)
*
(
1.
-
damage_array
(
q
));
}
}
// unloading case
else
if
(
!
normal_regime_array
(
q
))
{
// equation (4) of the article
K_plus_array
(
q
)
+=
(
K_plus_array
(
q
)
-
K_minus_array
(
q
))
*
delta_dot
/
delta_f
;
// equivalent to equation (2) of the article
T_1d_array
(
q
)
=
K_minus_array
(
q
)
*
delta
;
}
// applying the actual stiffness
*
traction_it
=
tangential_opening
;
*
traction_it
*=
this
->
beta2_kappa
;
*
traction_it
+=
normal_opening
;
*
traction_it
*=
K_minus_array
(
q
);
}
}
// update precendent delta
delta_prec_array
(
q
)
=
delta
;
}
delete
[]
memory_space
;
AKANTU_DEBUG_OUT
();
}
/* -------------------------------------------------------------------------- */
INSTANTIATE_MATERIAL
(
cohesive_linear_fatigue
,
MaterialCohesiveLinearFatigue
);
}
// akantu
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