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submodule ( phase : mechanical ) elastic
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type :: tParameters
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real ( pReal ) :: &
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C_11 = 0.0_pReal , &
C_12 = 0.0_pReal , &
C_13 = 0.0_pReal , &
C_33 = 0.0_pReal , &
C_44 = 0.0_pReal , &
C_66 = 0.0_pReal
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end type tParameters
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type ( tParameters ) , allocatable , dimension ( : ) :: param
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contains
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!--------------------------------------------------------------------------------------------------
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!> @brief Initialize elasticity.
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!--------------------------------------------------------------------------------------------------
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module subroutine elastic_init ( phases )
class ( tNode ) , pointer :: &
phases
integer :: &
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ph
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class ( tNode ) , pointer :: &
phase , &
mech , &
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elastic
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print '(/,1x,a)' , '<<<+- phase:mechanical:elastic init -+>>>'
print '(/,1x,a)' , '<<<+- phase:mechanical:elastic:Hooke init -+>>>'
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print '(/,a,i0)' , ' # phases: ' , phases % length ; flush ( IO_STDOUT )
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allocate ( param ( phases % length ) )
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do ph = 1 , phases % length
phase = > phases % get ( ph )
mech = > phase % get ( 'mechanical' )
elastic = > mech % get ( 'elastic' )
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if ( elastic % get_asString ( 'type' ) / = 'Hooke' ) call IO_error ( 200 , ext_msg = elastic % get_asString ( 'type' ) )
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associate ( prm = > param ( ph ) )
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prm % C_11 = elastic % get_asFloat ( 'C_11' )
prm % C_12 = elastic % get_asFloat ( 'C_12' )
prm % C_44 = elastic % get_asFloat ( 'C_44' )
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if ( any ( phase_lattice ( ph ) == [ 'hP' , 'tI' ] ) ) then
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prm % C_13 = elastic % get_asFloat ( 'C_13' )
prm % C_33 = elastic % get_asFloat ( 'C_33' )
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end if
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if ( phase_lattice ( ph ) == 'tI' ) prm % C_66 = elastic % get_asFloat ( 'C_66' )
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end associate
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end do
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end subroutine elastic_init
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!--------------------------------------------------------------------------------------------------
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!> @brief Return 6x6 elasticity tensor.
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!--------------------------------------------------------------------------------------------------
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module function elastic_C66 ( ph , en ) result ( C66 )
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integer , intent ( in ) :: &
ph , &
en
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real ( pReal ) , dimension ( 6 , 6 ) :: C66
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associate ( prm = > param ( ph ) )
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C66 = 0.0_pReal
C66 ( 1 , 1 ) = prm % C_11
C66 ( 1 , 2 ) = prm % C_12
C66 ( 4 , 4 ) = prm % C_44
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if ( any ( phase_lattice ( ph ) == [ 'hP' , 'tI' ] ) ) then
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C66 ( 1 , 3 ) = prm % C_13
C66 ( 3 , 3 ) = prm % C_33
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end if
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if ( phase_lattice ( ph ) == 'tI' ) C66 ( 6 , 6 ) = prm % C_66
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C66 = lattice_symmetrize_C66 ( C66 , phase_lattice ( ph ) )
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end associate
end function elastic_C66
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!--------------------------------------------------------------------------------------------------
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!> @brief Return shear modulus.
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!--------------------------------------------------------------------------------------------------
module function elastic_mu ( ph , en ) result ( mu )
integer , intent ( in ) :: &
ph , &
en
real ( pReal ) :: &
mu
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mu = lattice_equivalent_mu ( elastic_C66 ( ph , en ) , 'voigt' )
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end function elastic_mu
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!--------------------------------------------------------------------------------------------------
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!> @brief Return Poisson ratio.
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!--------------------------------------------------------------------------------------------------
module function elastic_nu ( ph , en ) result ( nu )
integer , intent ( in ) :: &
ph , &
en
real ( pReal ) :: &
nu
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nu = lattice_equivalent_nu ( elastic_C66 ( ph , en ) , 'voigt' )
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end function elastic_nu
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!--------------------------------------------------------------------------------------------------
!> @brief returns the 2nd Piola-Kirchhoff stress tensor and its tangent with respect to
!> the elastic and intermediate deformation gradients using Hooke's law
!--------------------------------------------------------------------------------------------------
module subroutine phase_hooke_SandItsTangents ( S , dS_dFe , dS_dFi , &
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Fe , Fi , ph , en )
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integer , intent ( in ) :: &
ph , &
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en
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real ( pReal ) , intent ( in ) , dimension ( 3 , 3 ) :: &
Fe , & !< elastic deformation gradient
Fi !< intermediate deformation gradient
real ( pReal ) , intent ( out ) , dimension ( 3 , 3 ) :: &
S !< 2nd Piola-Kirchhoff stress tensor in lattice configuration
real ( pReal ) , intent ( out ) , dimension ( 3 , 3 , 3 , 3 ) :: &
dS_dFe , & !< derivative of 2nd P-K stress with respect to elastic deformation gradient
dS_dFi !< derivative of 2nd P-K stress with respect to intermediate deformation gradient
real ( pReal ) , dimension ( 3 , 3 ) :: E
real ( pReal ) , dimension ( 3 , 3 , 3 , 3 ) :: C
integer :: &
i , j
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C = math_66toSym3333 ( phase_damage_C66 ( phase_homogenizedC66 ( ph , en ) , ph , en ) )
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E = 0.5_pReal * ( matmul ( transpose ( Fe ) , Fe ) - math_I3 ) !< Green-Lagrange strain in unloaded configuration
S = math_mul3333xx33 ( C , matmul ( matmul ( transpose ( Fi ) , E ) , Fi ) ) !< 2PK stress in lattice configuration in work conjugate with GL strain pulled back to lattice configuration
do i = 1 , 3 ; do j = 1 , 3
dS_dFe ( i , j , 1 : 3 , 1 : 3 ) = matmul ( Fe , matmul ( matmul ( Fi , C ( i , j , 1 : 3 , 1 : 3 ) ) , transpose ( Fi ) ) ) !< dS_ij/dFe_kl = C_ijmn * Fi_lm * Fi_on * Fe_ko
dS_dFi ( i , j , 1 : 3 , 1 : 3 ) = 2.0_pReal * matmul ( matmul ( E , Fi ) , C ( i , j , 1 : 3 , 1 : 3 ) ) !< dS_ij/dFi_kl = C_ijln * E_km * Fe_mn
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end do ; end do
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end subroutine phase_hooke_SandItsTangents
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!--------------------------------------------------------------------------------------------------
!> @brief returns the homogenized elasticity matrix
!--------------------------------------------------------------------------------------------------
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module function phase_homogenizedC66 ( ph , en ) result ( C )
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real ( pReal ) , dimension ( 6 , 6 ) :: C
integer , intent ( in ) :: ph , en
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plasticType : select case ( phase_plasticity ( ph ) )
case ( PLASTICITY_DISLOTWIN_ID ) plasticType
C = plastic_dislotwin_homogenizedC ( ph , en )
case default plasticType
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C = math_sym3333to66 ( math_Voigt66to3333 ( elastic_C66 ( ph , en ) ) )
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end select plasticType
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end function phase_homogenizedC66
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end submodule elastic