DAMASK_EICMD/src/kinematics_slipplane_openin...

173 lines
7.9 KiB
Fortran

!--------------------------------------------------------------------------------------------------
!> @author Luv Sharma, Max-Planck-Institut für Eisenforschung GmbH
!> @author Pratheek Shanthraj, Max-Planck-Institut für Eisenforschung GmbH
!> @brief material subroutine incorporating kinematics resulting from opening of slip planes
!> @details to be done
!--------------------------------------------------------------------------------------------------
module kinematics_slipplane_opening
use prec
use config
use IO
use debug
use math
use lattice
use material
implicit none
private
integer, dimension(:), allocatable :: kinematics_slipplane_opening_instance
type :: tParameters !< container type for internal constitutive parameters
integer :: &
totalNslip
integer, dimension(:), allocatable :: &
Nslip !< active number of slip systems per family
real(pReal) :: &
sdot0, &
n
real(pReal), dimension(:), allocatable :: &
critLoad
real(pReal), dimension(:,:), allocatable :: &
slip_direction, &
slip_normal, &
slip_transverse
end type tParameters
type(tParameters), dimension(:), allocatable :: param !< containers of constitutive parameters (len Ninstance)
public :: &
kinematics_slipplane_opening_init, &
kinematics_slipplane_opening_LiAndItsTangent
contains
!--------------------------------------------------------------------------------------------------
!> @brief module initialization
!> @details reads in material parameters, allocates arrays, and does sanity checks
!--------------------------------------------------------------------------------------------------
subroutine kinematics_slipplane_opening_init
integer :: maxNinstance,p,instance
write(6,'(/,a)') ' <<<+- kinematics_'//KINEMATICS_slipplane_opening_LABEL//' init -+>>>'; flush(6)
maxNinstance = count(phase_kinematics == KINEMATICS_slipplane_opening_ID)
if (maxNinstance == 0) return
if (iand(debug_level(debug_constitutive),debug_levelBasic) /= 0) &
write(6,'(a16,1x,i5,/)') '# instances:',maxNinstance
allocate(kinematics_slipplane_opening_instance(size(config_phase)), source=0)
do p = 1, size(config_phase)
kinematics_slipplane_opening_instance(p) = count(phase_kinematics(:,1:p) == kinematics_slipplane_opening_ID) ! ToDo: count correct?
enddo
allocate(param(maxNinstance))
do p = 1, size(config_phase)
if (all(phase_kinematics(:,p) /= KINEMATICS_slipplane_opening_ID)) cycle
associate(prm => param(kinematics_slipplane_opening_instance(p)), &
config => config_phase(p))
instance = kinematics_slipplane_opening_instance(p)
prm%sdot0 = config_phase(p)%getFloat('anisoductile_sdot0')
prm%n = config_phase(p)%getFloat('anisoductile_ratesensitivity')
prm%Nslip = config%getInts('nslip')
prm%critLoad = config_phase(p)%getFloats('anisoductile_criticalload',requiredSize=size(prm%Nslip ))
prm%critLoad = math_expand(prm%critLoad, prm%Nslip)
prm%slip_direction = lattice_slip_direction (prm%Nslip,config%getString('lattice_structure'),&
config%getFloat('c/a',defaultVal=0.0_pReal))
prm%slip_normal = lattice_slip_normal (prm%Nslip,config%getString('lattice_structure'),&
config%getFloat('c/a',defaultVal=0.0_pReal))
prm%slip_transverse = lattice_slip_transverse(prm%Nslip,config%getString('lattice_structure'),&
config%getFloat('c/a',defaultVal=0.0_pReal))
! if (kinematics_slipplane_opening_sdot_0(instance) <= 0.0_pReal) &
! call IO_error(211,el=instance,ext_msg='sdot_0 ('//KINEMATICS_slipplane_opening_LABEL//')')
! if (any(kinematics_slipplane_opening_critPlasticStrain(:,instance) < 0.0_pReal)) &
! call IO_error(211,el=instance,ext_msg='criticaPlasticStrain ('//KINEMATICS_slipplane_opening_LABEL//')')
! if (kinematics_slipplane_opening_N(instance) <= 0.0_pReal) &
! call IO_error(211,el=instance,ext_msg='rate_sensitivity ('//KINEMATICS_slipplane_opening_LABEL//')')
end associate
enddo
end subroutine kinematics_slipplane_opening_init
!--------------------------------------------------------------------------------------------------
!> @brief contains the constitutive equation for calculating the velocity gradient
!--------------------------------------------------------------------------------------------------
subroutine kinematics_slipplane_opening_LiAndItsTangent(Ld, dLd_dTstar, S, ipc, ip, el)
integer, intent(in) :: &
ipc, & !< grain number
ip, & !< integration point number
el !< element number
real(pReal), intent(in), dimension(3,3) :: &
S
real(pReal), intent(out), dimension(3,3) :: &
Ld !< damage velocity gradient
real(pReal), intent(out), dimension(3,3,3,3) :: &
dLd_dTstar !< derivative of Ld with respect to Tstar (4th-order tensor)
real(pReal), dimension(3,3) :: &
projection_d, projection_t, projection_n !< projection modes 3x3 tensor
integer :: &
instance, phase, &
homog, damageOffset, &
i, k, l, m, n
real(pReal) :: &
traction_d, traction_t, traction_n, traction_crit, &
udotd, dudotd_dt, udott, dudott_dt, udotn, dudotn_dt
phase = material_phaseAt(ipc,el)
instance = kinematics_slipplane_opening_instance(phase)
homog = material_homogenizationAt(el)
damageOffset = damageMapping(homog)%p(ip,el)
associate(prm => param(instance))
Ld = 0.0_pReal
dLd_dTstar = 0.0_pReal
do i = 1, prm%totalNslip
projection_d = math_outer(prm%slip_direction(1:3,i), prm%slip_normal(1:3,i))
projection_t = math_outer(prm%slip_transverse(1:3,i),prm%slip_normal(1:3,i))
projection_n = math_outer(prm%slip_normal(1:3,i), prm%slip_normal(1:3,i))
traction_d = math_mul33xx33(S,projection_d)
traction_t = math_mul33xx33(S,projection_t)
traction_n = math_mul33xx33(S,projection_n)
traction_crit = prm%critLoad(i)* damage(homog)%p(damageOffset) ! degrading critical load carrying capacity by damage
udotd = sign(1.0_pReal,traction_d)* prm%sdot0* ( abs(traction_d)/traction_crit &
- abs(traction_d)/prm%critLoad(i))**prm%n
udott = sign(1.0_pReal,traction_t)* prm%sdot0* ( abs(traction_t)/traction_crit &
- abs(traction_t)/prm%critLoad(i))**prm%n
udotn = prm%sdot0* ( max(0.0_pReal,traction_n)/traction_crit &
- max(0.0_pReal,traction_n)/prm%critLoad(i))**prm%n
dudotd_dt = udotd*prm%n/traction_d
dudott_dt = udott*prm%n/traction_t
dudotn_dt = udotn*prm%n/traction_n
forall (k=1:3,l=1:3,m=1:3,n=1:3) &
dLd_dTstar(k,l,m,n) = dLd_dTstar(k,l,m,n) + dudotd_dt*projection_d(k,l)*projection_d(m,n) &
+ dudott_dt*projection_t(k,l)*projection_t(m,n) &
+ dudotn_dt*projection_n(k,l)*projection_n(m,n)
Ld = Ld + udotd*projection_d &
+ udott*projection_t &
+ udotn*projection_n
enddo
end associate
end subroutine kinematics_slipplane_opening_LiAndItsTangent
end module kinematics_slipplane_opening