consistent order of arguments
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@ -272,10 +272,10 @@ module phase
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type(tRotationContainer), dimension(:), intent(in) :: orientation
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end subroutine plastic_nonlocal_updateCompatibility
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module subroutine plastic_dependentState(en,ph)
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module subroutine plastic_dependentState(ph,en)
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integer, intent(in) :: &
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en, &
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ph
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ph, &
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en
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end subroutine plastic_dependentState
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module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,en)
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@ -562,7 +562,7 @@ subroutine crystallite_init()
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en = material_phaseEntry(co,ce)
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ph = material_phaseID(co,ce)
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call crystallite_orientations(co,ip,el)
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call plastic_dependentState(en,ph) ! update dependent state variables to be consistent with basic states
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call plastic_dependentState(ph,en) ! update dependent state variables to be consistent with basic states
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end do
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end do
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end do
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@ -362,11 +362,11 @@ end subroutine mechanical_results
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!> @brief calculation of stress (P) with time integration based on a residuum in Lp and
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!> intermediate acceleration of the Newton-Raphson correction
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!--------------------------------------------------------------------------------------------------
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function integrateStress(F,subFp0,subFi0,Delta_t,en,ph) result(broken)
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function integrateStress(F,subFp0,subFi0,Delta_t,ph,en) result(broken)
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real(pReal), dimension(3,3), intent(in) :: F,subFp0,subFi0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: en, ph
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integer, intent(in) :: ph, en
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real(pReal), dimension(3,3):: Fp_new, & ! plastic deformation gradient at end of timestep
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invFp_new, & ! inverse of Fp_new
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@ -420,7 +420,7 @@ function integrateStress(F,subFp0,subFi0,Delta_t,en,ph) result(broken)
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broken = .true.
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call plastic_dependentState(en,ph)
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call plastic_dependentState(ph,en)
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Lpguess = phase_mechanical_Lp(ph)%data(1:3,1:3,en) ! take as first guess
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Liguess = phase_mechanical_Li(ph)%data(1:3,1:3,en) ! take as first guess
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@ -568,14 +568,14 @@ end function integrateStress
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!> @brief integrate stress, state with adaptive 1st order explicit Euler method
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!> using Fixed Point Iteration to adapt the stepsize
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!--------------------------------------------------------------------------------------------------
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function integrateStateFPI(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(broken)
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function integrateStateFPI(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: &
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en, &
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ph
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ph, &
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en
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logical :: &
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broken
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@ -604,7 +604,7 @@ function integrateStateFPI(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(b
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dotState_last(1:sizeDotState,2) = merge(dotState_last(1:sizeDotState,1),0.0, nIterationState > 1)
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dotState_last(1:sizeDotState,1) = dotState
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broken = integrateStress(F,subFp0,subFi0,Delta_t,en,ph)
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broken = integrateStress(F,subFp0,subFi0,Delta_t,ph,en)
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if(broken) exit iteration
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dotState = plastic_dotState(Delta_t,ph,en)
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@ -656,14 +656,14 @@ end function integrateStateFPI
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!--------------------------------------------------------------------------------------------------
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!> @brief integrate state with 1st order explicit Euler method
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!--------------------------------------------------------------------------------------------------
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function integrateStateEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(broken)
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function integrateStateEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: &
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en, &
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ph !< grain index in grain loop
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ph, &
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en !< grain index in grain loop
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logical :: &
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broken
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@ -685,7 +685,7 @@ function integrateStateEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result
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broken = plastic_deltaState(ph,en)
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if(broken) return
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broken = integrateStress(F,subFp0,subFi0,Delta_t,en,ph)
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broken = integrateStress(F,subFp0,subFi0,Delta_t,ph,en)
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end function integrateStateEuler
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@ -693,14 +693,14 @@ end function integrateStateEuler
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!--------------------------------------------------------------------------------------------------
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!> @brief integrate stress, state with 1st order Euler method with adaptive step size
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!--------------------------------------------------------------------------------------------------
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function integrateStateAdaptiveEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(broken)
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function integrateStateAdaptiveEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: &
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en, &
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ph
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ph, &
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en
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logical :: &
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broken
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@ -725,7 +725,7 @@ function integrateStateAdaptiveEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph
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broken = plastic_deltaState(ph,en)
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if(broken) return
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broken = integrateStress(F,subFp0,subFi0,Delta_t,en,ph)
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broken = integrateStress(F,subFp0,subFi0,Delta_t,ph,en)
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if(broken) return
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dotState = plastic_dotState(Delta_t,ph,en)
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@ -741,12 +741,12 @@ end function integrateStateAdaptiveEuler
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!---------------------------------------------------------------------------------------------------
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!> @brief Integrate state (including stress integration) with the classic Runge Kutta method
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!---------------------------------------------------------------------------------------------------
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function integrateStateRK4(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(broken)
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function integrateStateRK4(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: en, ph
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integer, intent(in) :: ph, en
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logical :: broken
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real(pReal), dimension(3,3), parameter :: &
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@ -761,7 +761,7 @@ function integrateStateRK4(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(b
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B = [1.0_pReal/6.0_pReal, 1.0_pReal/3.0_pReal, 1.0_pReal/3.0_pReal, 1.0_pReal/6.0_pReal]
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broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C)
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broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en,A,B,C)
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end function integrateStateRK4
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@ -769,12 +769,12 @@ end function integrateStateRK4
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!---------------------------------------------------------------------------------------------------
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!> @brief Integrate state (including stress integration) with the Cash-Carp method
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!---------------------------------------------------------------------------------------------------
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function integrateStateRKCK45(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) result(broken)
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function integrateStateRKCK45(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: en, ph
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integer, intent(in) :: ph, en
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logical :: broken
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real(pReal), dimension(5,5), parameter :: &
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@ -796,7 +796,7 @@ function integrateStateRKCK45(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph) resul
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13525.0_pReal/55296.0_pReal, 277.0_pReal/14336.0_pReal, 1._pReal/4._pReal]
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broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C,DB)
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broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en,A,B,C,DB)
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end function integrateStateRKCK45
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@ -805,7 +805,7 @@ end function integrateStateRKCK45
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!> @brief Integrate state (including stress integration) with an explicit Runge-Kutta method or an
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!! embedded explicit Runge-Kutta method
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!--------------------------------------------------------------------------------------------------
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function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C,DB) result(broken)
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function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,ph,en,A,B,C,DB) result(broken)
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real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
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real(pReal), intent(in),dimension(:) :: subState0
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@ -814,8 +814,8 @@ function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C,DB)
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real(pReal), dimension(:), intent(in) :: B, C
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real(pReal), dimension(:), intent(in), optional :: DB
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integer, intent(in) :: &
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en, &
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ph
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ph, &
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en
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logical :: broken
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integer :: &
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@ -848,7 +848,7 @@ function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C,DB)
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plasticState(ph)%state(1:sizeDotState,en) = subState0 &
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+ dotState * Delta_t
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broken = integrateStress(F_0 + (F - F_0) * Delta_t * C(stage),subFp0,subFi0,Delta_t * C(stage),en,ph)
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broken = integrateStress(F_0 + (F - F_0) * Delta_t * C(stage),subFp0,subFi0,Delta_t * C(stage),ph,en)
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if(broken) exit
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dotState = plastic_dotState(Delta_t,ph,en)
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@ -873,7 +873,7 @@ function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,en,ph,A,B,C,DB)
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broken = plastic_deltaState(ph,en)
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if(broken) return
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broken = integrateStress(F,subFp0,subFi0,Delta_t,en,ph)
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broken = integrateStress(F,subFp0,subFi0,Delta_t,ph,en)
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end function integrateStateRK
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@ -1052,7 +1052,7 @@ module function phase_mechanical_constitutive(Delta_t,co,ce) result(converged_)
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if (todo) then
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subF = subF0 &
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+ subStep * (phase_mechanical_F(ph)%data(1:3,1:3,en) - phase_mechanical_F0(ph)%data(1:3,1:3,en))
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converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * Delta_t,en,ph)
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converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * Delta_t,ph,en)
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endif
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enddo cutbackLooping
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@ -178,7 +178,7 @@ submodule(phase:mechanical) plastic
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en
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end subroutine dislotungsten_dependentState
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module subroutine nonlocal_dependentState(ph, en)
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module subroutine nonlocal_dependentState(ph,en)
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integer, intent(in) :: &
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ph, &
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en
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@ -338,11 +338,11 @@ end function plastic_dotState
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!--------------------------------------------------------------------------------------------------
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!> @brief calls microstructure function of the different plasticity constitutive models
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!--------------------------------------------------------------------------------------------------
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module subroutine plastic_dependentState(en,ph)
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module subroutine plastic_dependentState(ph,en)
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integer, intent(in) :: &
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en, &
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ph
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ph, &
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en
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plasticType: select case (phase_plasticity(ph))
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