197 lines
8.3 KiB
Fortran
197 lines
8.3 KiB
Fortran
!--------------------------------------------------------------------------------------------------
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!> @author Luv Sharma, Max-Planck-Institut für Eisenforschung GmbH
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!> @author Pratheek Shanthraj, Max-Planck-Institut für Eisenforschung GmbH
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!> @brief material subroutine incorporating kinematics resulting from opening of slip planes
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!> @details to be done
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!--------------------------------------------------------------------------------------------------
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submodule(constitutive:constitutive_damage) kinematics_slipplane_opening
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integer, dimension(:), allocatable :: kinematics_slipplane_opening_instance
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type :: tParameters !< container type for internal constitutive parameters
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integer :: &
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sum_N_sl !< total number of cleavage planes
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real(pReal) :: &
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dot_o, & !< opening rate of cleavage planes
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q !< damage rate sensitivity
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real(pReal), dimension(:), allocatable :: &
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g_crit
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real(pReal), dimension(:,:,:), allocatable :: &
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P_d, &
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P_t, &
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P_n
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end type tParameters
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type(tParameters), dimension(:), allocatable :: param !< containers of constitutive parameters (len Ninstances)
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contains
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!--------------------------------------------------------------------------------------------------
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!> @brief module initialization
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!> @details reads in material parameters, allocates arrays, and does sanity checks
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!--------------------------------------------------------------------------------------------------
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module function kinematics_slipplane_opening_init(kinematics_length) result(myKinematics)
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integer, intent(in) :: kinematics_length
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logical, dimension(:,:), allocatable :: myKinematics
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integer :: Ninstances,p,i,k
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character(len=pStringLen) :: extmsg = ''
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integer, dimension(:), allocatable :: N_sl
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real(pReal), dimension(:,:), allocatable :: d,n,t
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class(tNode), pointer :: &
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phases, &
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phase, &
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mech, &
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pl, &
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kinematics, &
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kinematic_type
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print'(/,a)', ' <<<+- kinematics_slipplane init -+>>>'
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myKinematics = kinematics_active('slipplane_opening',kinematics_length)
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Ninstances = count(myKinematics)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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phases => config_material%get('phase')
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allocate(kinematics_slipplane_opening_instance(phases%length), source=0)
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allocate(param(Ninstances))
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do p = 1, phases%length
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if(any(myKinematics(:,p))) kinematics_slipplane_opening_instance(p) = count(myKinematics(:,1:p))
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phase => phases%get(p)
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mech => phase%get('mechanics')
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pl => mech%get('plasticity')
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if(count(myKinematics(:,p)) == 0) cycle
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kinematics => phase%get('kinematics')
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do k = 1, kinematics%length
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if(myKinematics(k,p)) then
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associate(prm => param(kinematics_slipplane_opening_instance(p)))
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kinematic_type => kinematics%get(k)
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prm%dot_o = kinematic_type%get_asFloat('dot_o')
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prm%q = kinematic_type%get_asFloat('q')
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N_sl = pl%get_asInts('N_sl')
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prm%sum_N_sl = sum(abs(N_sl))
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d = lattice_slip_direction (N_sl,phase%get_asString('lattice'),&
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phase%get_asFloat('c/a',defaultVal=0.0_pReal))
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t = lattice_slip_transverse(N_sl,phase%get_asString('lattice'),&
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phase%get_asFloat('c/a',defaultVal=0.0_pReal))
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n = lattice_slip_normal (N_sl,phase%get_asString('lattice'),&
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phase%get_asFloat('c/a',defaultVal=0.0_pReal))
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allocate(prm%P_d(3,3,size(d,2)),prm%P_t(3,3,size(t,2)),prm%P_n(3,3,size(n,2)))
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do i=1, size(n,2)
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prm%P_d(1:3,1:3,i) = math_outer(d(1:3,i), n(1:3,i))
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prm%P_t(1:3,1:3,i) = math_outer(t(1:3,i), n(1:3,i))
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prm%P_n(1:3,1:3,i) = math_outer(n(1:3,i), n(1:3,i))
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enddo
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prm%g_crit = kinematic_type%get_asFloats('g_crit',requiredSize=size(N_sl))
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! expand: family => system
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prm%g_crit = math_expand(prm%g_crit,N_sl)
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! sanity checks
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if (prm%q <= 0.0_pReal) extmsg = trim(extmsg)//' anisoDuctile_n'
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if (prm%dot_o <= 0.0_pReal) extmsg = trim(extmsg)//' anisoDuctile_sdot0'
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if (any(prm%g_crit < 0.0_pReal)) extmsg = trim(extmsg)//' anisoDuctile_critLoad'
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!--------------------------------------------------------------------------------------------------
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! exit if any parameter is out of range
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if (extmsg /= '') call IO_error(211,ext_msg=trim(extmsg)//'(slipplane_opening)')
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end associate
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endif
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enddo
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enddo
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end function kinematics_slipplane_opening_init
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!--------------------------------------------------------------------------------------------------
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!> @brief contains the constitutive equation for calculating the velocity gradient
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!--------------------------------------------------------------------------------------------------
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module subroutine kinematics_slipplane_opening_LiAndItsTangent(Ld, dLd_dTstar, S, ipc, ip, el)
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integer, intent(in) :: &
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ipc, & !< grain number
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ip, & !< integration point number
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el !< element number
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real(pReal), intent(in), dimension(3,3) :: &
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S
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real(pReal), intent(out), dimension(3,3) :: &
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Ld !< damage velocity gradient
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real(pReal), intent(out), dimension(3,3,3,3) :: &
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dLd_dTstar !< derivative of Ld with respect to Tstar (4th-order tensor)
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integer :: &
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instance, phase, &
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homog, damageOffset, &
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i, k, l, m, n
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real(pReal) :: &
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traction_d, traction_t, traction_n, traction_crit, &
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udotd, dudotd_dt, udott, dudott_dt, udotn, dudotn_dt
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phase = material_phaseAt(ipc,el)
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instance = kinematics_slipplane_opening_instance(phase)
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homog = material_homogenizationAt(el)
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damageOffset = material_homogenizationMemberAt(ip,el)
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associate(prm => param(instance))
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Ld = 0.0_pReal
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dLd_dTstar = 0.0_pReal
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do i = 1, prm%sum_N_sl
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traction_d = math_tensordot(S,prm%P_d(1:3,1:3,i))
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traction_t = math_tensordot(S,prm%P_t(1:3,1:3,i))
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traction_n = math_tensordot(S,prm%P_n(1:3,1:3,i))
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traction_crit = prm%g_crit(i)* damage(homog)%p(damageOffset) ! degrading critical load carrying capacity by damage
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udotd = sign(1.0_pReal,traction_d)* prm%dot_o* ( abs(traction_d)/traction_crit &
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- abs(traction_d)/prm%g_crit(i))**prm%q
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udott = sign(1.0_pReal,traction_t)* prm%dot_o* ( abs(traction_t)/traction_crit &
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- abs(traction_t)/prm%g_crit(i))**prm%q
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udotn = prm%dot_o* ( max(0.0_pReal,traction_n)/traction_crit &
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- max(0.0_pReal,traction_n)/prm%g_crit(i))**prm%q
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if (dNeq0(traction_d)) then
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dudotd_dt = udotd*prm%q/traction_d
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else
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dudotd_dt = 0.0_pReal
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endif
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if (dNeq0(traction_t)) then
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dudott_dt = udott*prm%q/traction_t
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else
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dudott_dt = 0.0_pReal
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endif
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if (dNeq0(traction_n)) then
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dudotn_dt = udotn*prm%q/traction_n
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else
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dudotn_dt = 0.0_pReal
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endif
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forall (k=1:3,l=1:3,m=1:3,n=1:3) &
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dLd_dTstar(k,l,m,n) = dLd_dTstar(k,l,m,n) &
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+ dudotd_dt*prm%P_d(k,l,i)*prm%P_d(m,n,i) &
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+ dudott_dt*prm%P_t(k,l,i)*prm%P_t(m,n,i) &
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+ dudotn_dt*prm%P_n(k,l,i)*prm%P_n(m,n,i)
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Ld = Ld &
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+ udotd*prm%P_d(1:3,1:3,i) &
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+ udott*prm%P_t(1:3,1:3,i) &
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+ udotn*prm%P_n(1:3,1:3,i)
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enddo
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end associate
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end subroutine kinematics_slipplane_opening_LiAndItsTangent
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end submodule kinematics_slipplane_opening
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