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rMUSPECTRE µSpectre
material_linear_elastic_generic1.hh
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/**
* @file material_linear_elastic_generic1.hh
*
* @author Till Junge <till.junge@altermail.ch>
*
* @date 21 Sep 2018
*
* @brief Implementation fo a generic linear elastic material that
* stores the full elastic stiffness tensor. Convenient but not the
* most efficient
*
* Copyright © 2018 Till Junge
*
* µSpectre 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, or (at
* your option) any later version.
*
* µSpectre 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
* General Public License for more details.
*
* You should have received a copy of the GNU Lesser General Public License
* along with µSpectre; see the file COPYING. If not, write to the
* Free Software Foundation, Inc., 59 Temple Place - Suite 330,
* * Boston, MA 02111-1307, USA.
*
* Additional permission under GNU GPL version 3 section 7
*
* If you modify this Program, or any covered work, by linking or combining it
* with proprietary FFT implementations or numerical libraries, containing parts
* covered by the terms of those libraries' licenses, the licensors of this
* Program grant you additional permission to convey the resulting work.
*/
#ifndef SRC_MATERIALS_MATERIAL_LINEAR_ELASTIC_GENERIC1_HH_
#define SRC_MATERIALS_MATERIAL_LINEAR_ELASTIC_GENERIC1_HH_
#include "common/common.hh"
#include "materials/stress_transformations_PK2.hh"
#include "common/T4_map_proxy.hh"
#include "materials/material_muSpectre_base.hh"
#include "common/tensor_algebra.hh"
namespace
muSpectre
{
/**
* forward declaration
*/
template
<
Dim_t
DimS
,
Dim_t
DimM
>
class
MaterialLinearElasticGeneric1
;
/**
* traits for use by MaterialMuSpectre for crtp
*/
template
<
Dim_t
DimS
,
Dim_t
DimM
>
struct
MaterialMuSpectre_traits
<
MaterialLinearElasticGeneric1
<
DimS
,
DimM
>>
{
//! global field collection
using
GFieldCollection_t
=
typename
MaterialBase
<
DimS
,
DimM
>::
GFieldCollection_t
;
//! expected map type for strain fields
using
StrainMap_t
=
MatrixFieldMap
<
GFieldCollection_t
,
Real
,
DimM
,
DimM
,
true
>
;
//! expected map type for stress fields
using
StressMap_t
=
MatrixFieldMap
<
GFieldCollection_t
,
Real
,
DimM
,
DimM
>
;
//! expected map type for tangent stiffness fields
using
TangentMap_t
=
T4MatrixFieldMap
<
GFieldCollection_t
,
Real
,
DimM
>
;
//! declare what type of strain measure your law takes as input
constexpr
static
auto
strain_measure
{
StrainMeasure
::
GreenLagrange
};
//! declare what type of stress measure your law yields as output
constexpr
static
auto
stress_measure
{
StressMeasure
::
PK2
};
//! elasticity without internal variables
using
InternalVariables
=
std
::
tuple
<>
;
};
/**
* Linear elastic law defined by a full stiffness tensor. Very
* generic, but not most efficient
*/
template
<
Dim_t
DimS
,
Dim_t
DimM
>
class
MaterialLinearElasticGeneric1
:
public
MaterialMuSpectre
<
MaterialLinearElasticGeneric1
<
DimS
,
DimM
>
,
DimS
,
DimM
>
{
public
:
//! parent type
using
Parent
=
MaterialMuSpectre
<
MaterialLinearElasticGeneric1
<
DimS
,
DimM
>
,
DimS
,
DimM
>
;
//! generic input tolerant to python input
using
CInput_t
=
Eigen
::
Ref
<
Eigen
::
Matrix
<
Real
,
Eigen
::
Dynamic
,
Eigen
::
Dynamic
>
,
0
,
Eigen
::
Stride
<
Eigen
::
Dynamic
,
Eigen
::
Dynamic
>>
;
//! Default constructor
MaterialLinearElasticGeneric1
()
=
delete
;
/**
* Constructor by name and stiffness tensor.
*
* @param name unique material name
* @param C_voigt elastic tensor in Voigt notation
*/
MaterialLinearElasticGeneric1
(
const
std
::
string
&
name
,
const
CInput_t
&
C_voigt
);
//! Copy constructor
MaterialLinearElasticGeneric1
(
const
MaterialLinearElasticGeneric1
&
other
)
=
delete
;
//! Move constructor
MaterialLinearElasticGeneric1
(
MaterialLinearElasticGeneric1
&&
other
)
=
delete
;
//! Destructor
virtual
~
MaterialLinearElasticGeneric1
()
=
default
;
//! Copy assignment operator
MaterialLinearElasticGeneric1
&
operator
=
(
const
MaterialLinearElasticGeneric1
&
other
)
=
delete
;
//! Move assignment operator
MaterialLinearElasticGeneric1
&
operator
=
(
MaterialLinearElasticGeneric1
&&
other
)
=
delete
;
//! see
//! http://eigen.tuxfamily.org/dox/group__TopicStructHavingEigenMembers.html
EIGEN_MAKE_ALIGNED_OPERATOR_NEW
;
/**
* evaluates second Piola-Kirchhoff stress given the Green-Lagrange
* strain (or Cauchy stress if called with a small strain tensor)
*/
template
<
class
Derived
>
inline
decltype
(
auto
)
evaluate_stress
(
const
Eigen
::
MatrixBase
<
Derived
>
&
E
);
/**
* evaluates both second Piola-Kirchhoff stress and stiffness given
* the Green-Lagrange strain (or Cauchy stress and stiffness if
* called with a small strain tensor)
*/
template
<
class
Derived
>
inline
decltype
(
auto
)
evaluate_stress_tangent
(
const
Eigen
::
MatrixBase
<
Derived
>
&
E
);
/**
* return the empty internals tuple
*/
std
::
tuple
<>
&
get_internals
()
{
return
this
->
internal_variables
;
}
/**
* return a reference to the stiffness tensor
*/
const
T4Mat
<
Real
,
DimM
>
&
get_C
()
const
{
return
this
->
C
;
}
protected
:
T4Mat
<
Real
,
DimM
>
C
{};
//! stiffness tensor
//! empty tuple
std
::
tuple
<>
internal_variables
{};
};
/* ---------------------------------------------------------------------- */
template
<
Dim_t
DimS
,
Dim_t
DimM
>
template
<
class
Derived
>
auto
MaterialLinearElasticGeneric1
<
DimS
,
DimM
>::
evaluate_stress
(
const
Eigen
::
MatrixBase
<
Derived
>
&
E
)
->
decltype
(
auto
)
{
static_assert
(
Derived
::
ColsAtCompileTime
==
DimM
,
"wrong input size"
);
static_assert
(
Derived
::
RowsAtCompileTime
==
DimM
,
"wrong input size"
);
return
Matrices
::
tensmult
(
this
->
C
,
E
);
}
/* ---------------------------------------------------------------------- */
template
<
Dim_t
DimS
,
Dim_t
DimM
>
template
<
class
Derived
>
auto
MaterialLinearElasticGeneric1
<
DimS
,
DimM
>::
evaluate_stress_tangent
(
const
Eigen
::
MatrixBase
<
Derived
>
&
E
)
->
decltype
(
auto
)
{
using
Stress_t
=
decltype
(
this
->
evaluate_stress
(
E
));
using
Stiffness_t
=
Eigen
::
Map
<
T4Mat
<
Real
,
DimM
>>
;
using
Ret_t
=
std
::
tuple
<
Stress_t
,
Stiffness_t
>
;
return
Ret_t
{
this
->
evaluate_stress
(
E
),
Stiffness_t
(
this
->
C
.
data
())};
}
}
// namespace muSpectre
#endif
// SRC_MATERIALS_MATERIAL_LINEAR_ELASTIC_GENERIC1_HH_
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