1505 lines
66 KiB
Fortran
1505 lines
66 KiB
Fortran
!----------------------------------------------------------------------------------------------------
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!> @brief internal microstructure state for all plasticity constitutive models
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!----------------------------------------------------------------------------------------------------
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submodule(phase) mechanical
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enum, bind(c); enumerator :: &
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ELASTICITY_UNDEFINED_ID, &
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ELASTICITY_HOOKE_ID, &
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STIFFNESS_DEGRADATION_UNDEFINED_ID, &
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STIFFNESS_DEGRADATION_DAMAGE_ID, &
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PLASTICITY_UNDEFINED_ID, &
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PLASTICITY_NONE_ID, &
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PLASTICITY_ISOTROPIC_ID, &
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PLASTICITY_PHENOPOWERLAW_ID, &
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PLASTICITY_KINEHARDENING_ID, &
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PLASTICITY_DISLOTWIN_ID, &
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PLASTICITY_DISLOTUNGSTEN_ID, &
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PLASTICITY_NONLOCAL_ID, &
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KINEMATICS_UNDEFINED_ID, &
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KINEMATICS_CLEAVAGE_OPENING_ID, &
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KINEMATICS_SLIPPLANE_OPENING_ID, &
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KINEMATICS_THERMAL_EXPANSION_ID
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end enum
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integer(kind(ELASTICITY_UNDEFINED_ID)), dimension(:), allocatable :: &
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phase_elasticity !< elasticity of each phase
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integer(kind(STIFFNESS_DEGRADATION_UNDEFINED_ID)), dimension(:,:), allocatable :: &
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phase_stiffnessDegradation !< active stiffness degradation mechanisms of each phase
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type(tTensorContainer), dimension(:), allocatable :: &
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! current value
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phase_mechanical_Fe, &
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phase_mechanical_Fi, &
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phase_mechanical_Fp, &
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phase_mechanical_F, &
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phase_mechanical_Li, &
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phase_mechanical_Lp, &
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phase_mechanical_S, &
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phase_mechanical_P, &
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! converged value at end of last solver increment
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phase_mechanical_Fi0, &
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phase_mechanical_Fp0, &
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phase_mechanical_F0, &
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phase_mechanical_Li0, &
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phase_mechanical_Lp0, &
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phase_mechanical_S0
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integer(kind(PLASTICITY_undefined_ID)), dimension(:), allocatable :: &
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phase_plasticity !< plasticity of each phase
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interface
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module subroutine eigendeformation_init(phases)
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class(tNode), pointer :: phases
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end subroutine eigendeformation_init
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module subroutine plastic_init
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end subroutine plastic_init
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module subroutine plastic_isotropic_LiAndItsTangent(Li,dLi_dMi,Mi,ph,me)
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real(pReal), dimension(3,3), intent(out) :: &
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Li !< inleastic velocity gradient
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real(pReal), dimension(3,3,3,3), intent(out) :: &
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dLi_dMi !< derivative of Li with respect to Mandel stress
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real(pReal), dimension(3,3), intent(in) :: &
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Mi !< Mandel stress
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integer, intent(in) :: &
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ph, &
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me
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end subroutine plastic_isotropic_LiAndItsTangent
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module function plastic_dotState(subdt,co,ip,el,ph,me) result(broken)
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integer, intent(in) :: &
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co, & !< component-ID of integration point
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ip, & !< integration point
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el, & !< element
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ph, &
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me
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real(pReal), intent(in) :: &
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subdt !< timestep
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logical :: broken
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end function plastic_dotState
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module function plastic_deltaState(ph, me) result(broken)
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integer, intent(in) :: &
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ph, &
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me
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logical :: &
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broken
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end function plastic_deltaState
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module subroutine phase_LiAndItsTangents(Li, dLi_dS, dLi_dFi, &
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S, Fi, ph,me)
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integer, intent(in) :: &
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ph,me
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real(pReal), intent(in), dimension(3,3) :: &
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S !< 2nd Piola-Kirchhoff stress
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real(pReal), intent(in), dimension(3,3) :: &
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Fi !< intermediate deformation gradient
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real(pReal), intent(out), dimension(3,3) :: &
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Li !< intermediate velocity gradient
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real(pReal), intent(out), dimension(3,3,3,3) :: &
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dLi_dS, & !< derivative of Li with respect to S
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dLi_dFi
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end subroutine phase_LiAndItsTangents
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module subroutine plastic_LpAndItsTangents(Lp, dLp_dS, dLp_dFi, &
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S, Fi, ph,me)
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integer, intent(in) :: &
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ph,me
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real(pReal), intent(in), dimension(3,3) :: &
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S, & !< 2nd Piola-Kirchhoff stress
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Fi !< intermediate deformation gradient
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real(pReal), intent(out), dimension(3,3) :: &
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Lp !< plastic velocity gradient
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real(pReal), intent(out), dimension(3,3,3,3) :: &
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dLp_dS, &
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dLp_dFi !< derivative of Lp with respect to Fi
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end subroutine plastic_LpAndItsTangents
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module subroutine plastic_isotropic_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_isotropic_results
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module subroutine plastic_phenopowerlaw_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_phenopowerlaw_results
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module subroutine plastic_kinehardening_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_kinehardening_results
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module subroutine plastic_dislotwin_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_dislotwin_results
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module subroutine plastic_dislotungsten_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_dislotungsten_results
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module subroutine plastic_nonlocal_results(ph,group)
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integer, intent(in) :: ph
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character(len=*), intent(in) :: group
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end subroutine plastic_nonlocal_results
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module function plastic_dislotwin_homogenizedC(ph,me) result(homogenizedC)
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real(pReal), dimension(6,6) :: homogenizedC
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integer, intent(in) :: ph,me
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end function plastic_dislotwin_homogenizedC
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end interface
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type :: tOutput !< new requested output (per phase)
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character(len=pStringLen), allocatable, dimension(:) :: &
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label
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end type tOutput
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type(tOutput), allocatable, dimension(:) :: output_constituent
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procedure(integrateStateFPI), pointer :: integrateState
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contains
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!--------------------------------------------------------------------------------------------------
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!> @brief Initialize mechanical field related constitutive models
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!> @details Initialize elasticity, plasticity and stiffness degradation models.
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!--------------------------------------------------------------------------------------------------
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module subroutine mechanical_init(materials,phases)
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class(tNode), pointer :: &
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materials, &
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phases
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integer :: &
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el, &
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ip, &
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co, &
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ce, &
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ph, &
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me, &
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stiffDegradationCtr, &
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Nconstituents
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class(tNode), pointer :: &
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num_crystallite, &
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material, &
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constituents, &
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constituent, &
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phase, &
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mech, &
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elastic, &
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stiffDegradation
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print'(/,a)', ' <<<+- phase:mechanical init -+>>>'
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!-------------------------------------------------------------------------------------------------
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! initialize elasticity (hooke) !ToDO: Maybe move to elastic submodule along with function homogenizedC?
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allocate(phase_elasticity(phases%length), source = ELASTICITY_undefined_ID)
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allocate(phase_elasticityInstance(phases%length), source = 0)
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allocate(phase_NstiffnessDegradations(phases%length),source=0)
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allocate(output_constituent(phases%length))
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allocate(phase_mechanical_Fe(phases%length))
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allocate(phase_mechanical_Fi(phases%length))
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allocate(phase_mechanical_Fi0(phases%length))
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allocate(phase_mechanical_Fp(phases%length))
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allocate(phase_mechanical_Fp0(phases%length))
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allocate(phase_mechanical_F(phases%length))
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allocate(phase_mechanical_F0(phases%length))
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allocate(phase_mechanical_Li(phases%length))
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allocate(phase_mechanical_Li0(phases%length))
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allocate(phase_mechanical_Lp0(phases%length))
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allocate(phase_mechanical_Lp(phases%length))
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allocate(phase_mechanical_S(phases%length))
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allocate(phase_mechanical_P(phases%length))
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allocate(phase_mechanical_S0(phases%length))
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allocate(material_orientation0(homogenization_maxNconstituents,phases%length,maxVal(material_phaseMemberAt)))
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do ph = 1, phases%length
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Nconstituents = count(material_phaseAt == ph) * discretization_nIPs
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allocate(phase_mechanical_Fi(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Fe(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Fi0(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Fp(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Fp0(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Li(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Li0(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Lp0(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_Lp(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_S(ph)%data(3,3,Nconstituents),source=0.0_pReal)
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allocate(phase_mechanical_P(ph)%data(3,3,Nconstituents),source=0.0_pReal)
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allocate(phase_mechanical_S0(ph)%data(3,3,Nconstituents),source=0.0_pReal)
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allocate(phase_mechanical_F(ph)%data(3,3,Nconstituents))
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allocate(phase_mechanical_F0(ph)%data(3,3,Nconstituents))
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phase => phases%get(ph)
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mech => phase%get('mechanics')
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#if defined(__GFORTRAN__)
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output_constituent(ph)%label = output_asStrings(mech)
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#else
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output_constituent(ph)%label = mech%get_asStrings('output',defaultVal=emptyStringArray)
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#endif
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elastic => mech%get('elasticity')
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if(elastic%get_asString('type') == 'hooke') then
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phase_elasticity(ph) = ELASTICITY_HOOKE_ID
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else
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call IO_error(200,ext_msg=elastic%get_asString('type'))
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endif
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stiffDegradation => mech%get('stiffness_degradation',defaultVal=emptyList) ! check for stiffness degradation mechanisms
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phase_NstiffnessDegradations(ph) = stiffDegradation%length
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enddo
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allocate(phase_stiffnessDegradation(maxval(phase_NstiffnessDegradations),phases%length), &
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source=STIFFNESS_DEGRADATION_undefined_ID)
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if(maxVal(phase_NstiffnessDegradations)/=0) then
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do ph = 1, phases%length
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phase => phases%get(ph)
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mech => phase%get('mechanics')
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stiffDegradation => mech%get('stiffness_degradation',defaultVal=emptyList)
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do stiffDegradationCtr = 1, stiffDegradation%length
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if(stiffDegradation%get_asString(stiffDegradationCtr) == 'damage') &
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phase_stiffnessDegradation(stiffDegradationCtr,ph) = STIFFNESS_DEGRADATION_damage_ID
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enddo
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enddo
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endif
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!$OMP PARALLEL DO PRIVATE(ph,me,material,constituents,constituent)
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do el = 1, size(material_phaseMemberAt,3); do ip = 1, size(material_phaseMemberAt,2)
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do co = 1, homogenization_Nconstituents(material_homogenizationAt(el))
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material => materials%get(discretization_materialAt(el))
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constituents => material%get('constituents')
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constituent => constituents%get(co)
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ph = material_phaseAt(co,el)
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me = material_phaseMemberAt(co,ip,el)
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call material_orientation0(co,ph,me)%fromQuaternion(constituent%get_asFloats('O',requiredSize=4))
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phase_mechanical_Fp0(ph)%data(1:3,1:3,me) = material_orientation0(co,ph,me)%asMatrix() ! Fp reflects initial orientation (see 10.1016/j.actamat.2006.01.005)
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phase_mechanical_Fp0(ph)%data(1:3,1:3,me) = phase_mechanical_Fp0(ph)%data(1:3,1:3,me) &
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/ math_det33(phase_mechanical_Fp0(ph)%data(1:3,1:3,me))**(1.0_pReal/3.0_pReal)
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phase_mechanical_Fi0(ph)%data(1:3,1:3,me) = math_I3
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phase_mechanical_F0(ph)%data(1:3,1:3,me) = math_I3
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phase_mechanical_Fe(ph)%data(1:3,1:3,me) = math_inv33(matmul(phase_mechanical_Fi0(ph)%data(1:3,1:3,me), &
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phase_mechanical_Fp0(ph)%data(1:3,1:3,me))) ! assuming that euler angles are given in internal strain free configuration
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phase_mechanical_Fp(ph)%data(1:3,1:3,me) = phase_mechanical_Fp0(ph)%data(1:3,1:3,me)
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phase_mechanical_Fi(ph)%data(1:3,1:3,me) = phase_mechanical_Fi0(ph)%data(1:3,1:3,me)
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phase_mechanical_F(ph)%data(1:3,1:3,me) = phase_mechanical_F0(ph)%data(1:3,1:3,me)
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enddo
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enddo; enddo
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!$OMP END PARALLEL DO
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! initialize plasticity
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allocate(plasticState(phases%length))
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allocate(phase_plasticity(phases%length),source = PLASTICITY_undefined_ID)
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allocate(phase_localPlasticity(phases%length), source=.true.)
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call plastic_init()
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do ph = 1, phases%length
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phase_elasticityInstance(ph) = count(phase_elasticity(1:ph) == phase_elasticity(ph))
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enddo
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num_crystallite => config_numerics%get('crystallite',defaultVal=emptyDict)
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select case(num_crystallite%get_asString('integrator',defaultVal='FPI'))
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case('FPI')
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integrateState => integrateStateFPI
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case('Euler')
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integrateState => integrateStateEuler
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case('AdaptiveEuler')
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integrateState => integrateStateAdaptiveEuler
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case('RK4')
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integrateState => integrateStateRK4
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case('RKCK45')
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integrateState => integrateStateRKCK45
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case default
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call IO_error(301,ext_msg='integrator')
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end select
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call eigendeformation_init(phases)
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end subroutine mechanical_init
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!--------------------------------------------------------------------------------------------------
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!> @brief returns the 2nd Piola-Kirchhoff stress tensor and its tangent with respect to
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!> the elastic and intermediate deformation gradients using Hooke's law
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!--------------------------------------------------------------------------------------------------
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subroutine phase_hooke_SandItsTangents(S, dS_dFe, dS_dFi, &
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Fe, Fi, ph, me)
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integer, intent(in) :: &
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ph, &
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me
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real(pReal), intent(in), dimension(3,3) :: &
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Fe, & !< elastic deformation gradient
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Fi !< intermediate deformation gradient
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real(pReal), intent(out), dimension(3,3) :: &
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S !< 2nd Piola-Kirchhoff stress tensor in lattice configuration
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real(pReal), intent(out), dimension(3,3,3,3) :: &
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dS_dFe, & !< derivative of 2nd P-K stress with respect to elastic deformation gradient
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dS_dFi !< derivative of 2nd P-K stress with respect to intermediate deformation gradient
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real(pReal), dimension(3,3) :: E
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real(pReal), dimension(3,3,3,3) :: C
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integer :: &
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d, & !< counter in degradation loop
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i, j
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C = math_66toSym3333(phase_homogenizedC(ph,me))
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DegradationLoop: do d = 1, phase_NstiffnessDegradations(ph)
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degradationType: select case(phase_stiffnessDegradation(d,ph))
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case (STIFFNESS_DEGRADATION_damage_ID) degradationType
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C = C * damage_phi(ph,me)**2
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end select degradationType
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enddo DegradationLoop
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E = 0.5_pReal*(matmul(transpose(Fe),Fe)-math_I3) !< Green-Lagrange strain in unloaded configuration
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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
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do i =1, 3;do j=1,3
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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
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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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enddo; enddo
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end subroutine phase_hooke_SandItsTangents
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module subroutine mechanical_results(group,ph)
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character(len=*), intent(in) :: group
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integer, intent(in) :: ph
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if (phase_plasticity(ph) /= PLASTICITY_NONE_ID) &
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call results_closeGroup(results_addGroup(group//'plastic/'))
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select case(phase_plasticity(ph))
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case(PLASTICITY_ISOTROPIC_ID)
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call plastic_isotropic_results(ph,group//'plastic/')
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case(PLASTICITY_PHENOPOWERLAW_ID)
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call plastic_phenopowerlaw_results(ph,group//'plastic/')
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case(PLASTICITY_KINEHARDENING_ID)
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call plastic_kinehardening_results(ph,group//'plastic/')
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case(PLASTICITY_DISLOTWIN_ID)
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call plastic_dislotwin_results(ph,group//'plastic/')
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case(PLASTICITY_DISLOTUNGSTEN_ID)
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call plastic_dislotungsten_results(ph,group//'plastic/')
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case(PLASTICITY_NONLOCAL_ID)
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call plastic_nonlocal_results(ph,group//'plastic/')
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end select
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call crystallite_results(group,ph)
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end subroutine mechanical_results
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!--------------------------------------------------------------------------------------------------
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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,co,ip,el) 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):: el, & ! element index
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ip, & ! integration point index
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co ! grain index
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|
|
real(pReal), dimension(3,3):: Fp_new, & ! plastic deformation gradient at end of timestep
|
|
invFp_new, & ! inverse of Fp_new
|
|
invFp_current, & ! inverse of Fp_current
|
|
Lpguess, & ! current guess for plastic velocity gradient
|
|
Lpguess_old, & ! known last good guess for plastic velocity gradient
|
|
Lp_constitutive, & ! plastic velocity gradient resulting from constitutive law
|
|
residuumLp, & ! current residuum of plastic velocity gradient
|
|
residuumLp_old, & ! last residuum of plastic velocity gradient
|
|
deltaLp, & ! direction of next guess
|
|
Fi_new, & ! gradient of intermediate deformation stages
|
|
invFi_new, &
|
|
invFi_current, & ! inverse of Fi_current
|
|
Liguess, & ! current guess for intermediate velocity gradient
|
|
Liguess_old, & ! known last good guess for intermediate velocity gradient
|
|
Li_constitutive, & ! intermediate velocity gradient resulting from constitutive law
|
|
residuumLi, & ! current residuum of intermediate velocity gradient
|
|
residuumLi_old, & ! last residuum of intermediate velocity gradient
|
|
deltaLi, & ! direction of next guess
|
|
Fe, & ! elastic deformation gradient
|
|
S, & ! 2nd Piola-Kirchhoff Stress in plastic (lattice) configuration
|
|
A, &
|
|
B, &
|
|
temp_33
|
|
real(pReal), dimension(9) :: temp_9 ! needed for matrix inversion by LAPACK
|
|
integer, dimension(9) :: devNull_9 ! needed for matrix inversion by LAPACK
|
|
real(pReal), dimension(9,9) :: dRLp_dLp, & ! partial derivative of residuum (Jacobian for Newton-Raphson scheme)
|
|
dRLi_dLi ! partial derivative of residuumI (Jacobian for Newton-Raphson scheme)
|
|
real(pReal), dimension(3,3,3,3):: dS_dFe, & ! partial derivative of 2nd Piola-Kirchhoff stress
|
|
dS_dFi, &
|
|
dFe_dLp, & ! partial derivative of elastic deformation gradient
|
|
dFe_dLi, &
|
|
dFi_dLi, &
|
|
dLp_dFi, &
|
|
dLi_dFi, &
|
|
dLp_dS, &
|
|
dLi_dS
|
|
real(pReal) steplengthLp, &
|
|
steplengthLi, &
|
|
atol_Lp, &
|
|
atol_Li, &
|
|
devNull
|
|
integer NiterationStressLp, & ! number of stress integrations
|
|
NiterationStressLi, & ! number of inner stress integrations
|
|
ierr, & ! error indicator for LAPACK
|
|
o, &
|
|
p, &
|
|
ph, &
|
|
me, &
|
|
jacoCounterLp, &
|
|
jacoCounterLi ! counters to check for Jacobian update
|
|
logical :: error,broken
|
|
|
|
|
|
broken = .true.
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
|
|
call plastic_dependentState(co,ip,el)
|
|
|
|
Lpguess = phase_mechanical_Lp(ph)%data(1:3,1:3,me) ! take as first guess
|
|
Liguess = phase_mechanical_Li(ph)%data(1:3,1:3,me) ! take as first guess
|
|
|
|
call math_invert33(invFp_current,devNull,error,subFp0)
|
|
if (error) return ! error
|
|
call math_invert33(invFi_current,devNull,error,subFi0)
|
|
if (error) return ! error
|
|
|
|
A = matmul(F,invFp_current) ! intermediate tensor needed later to calculate dFe_dLp
|
|
|
|
jacoCounterLi = 0
|
|
steplengthLi = 1.0_pReal
|
|
residuumLi_old = 0.0_pReal
|
|
Liguess_old = Liguess
|
|
|
|
NiterationStressLi = 0
|
|
LiLoop: do
|
|
NiterationStressLi = NiterationStressLi + 1
|
|
if (NiterationStressLi>num%nStress) return ! error
|
|
|
|
invFi_new = matmul(invFi_current,math_I3 - Delta_t*Liguess)
|
|
Fi_new = math_inv33(invFi_new)
|
|
|
|
jacoCounterLp = 0
|
|
steplengthLp = 1.0_pReal
|
|
residuumLp_old = 0.0_pReal
|
|
Lpguess_old = Lpguess
|
|
|
|
NiterationStressLp = 0
|
|
LpLoop: do
|
|
NiterationStressLp = NiterationStressLp + 1
|
|
if (NiterationStressLp>num%nStress) return ! error
|
|
|
|
B = math_I3 - Delta_t*Lpguess
|
|
Fe = matmul(matmul(A,B), invFi_new)
|
|
call phase_hooke_SandItsTangents(S, dS_dFe, dS_dFi, &
|
|
Fe, Fi_new, ph, me)
|
|
|
|
call plastic_LpAndItsTangents(Lp_constitutive, dLp_dS, dLp_dFi, &
|
|
S, Fi_new, ph,me)
|
|
|
|
!* update current residuum and check for convergence of loop
|
|
atol_Lp = max(num%rtol_crystalliteStress * max(norm2(Lpguess),norm2(Lp_constitutive)), & ! absolute tolerance from largest acceptable relative error
|
|
num%atol_crystalliteStress) ! minimum lower cutoff
|
|
residuumLp = Lpguess - Lp_constitutive
|
|
|
|
if (any(IEEE_is_NaN(residuumLp))) then
|
|
return ! error
|
|
elseif (norm2(residuumLp) < atol_Lp) then ! converged if below absolute tolerance
|
|
exit LpLoop
|
|
elseif (NiterationStressLp == 1 .or. norm2(residuumLp) < norm2(residuumLp_old)) then ! not converged, but improved norm of residuum (always proceed in first iteration)...
|
|
residuumLp_old = residuumLp ! ...remember old values and...
|
|
Lpguess_old = Lpguess
|
|
steplengthLp = 1.0_pReal ! ...proceed with normal step length (calculate new search direction)
|
|
else ! not converged and residuum not improved...
|
|
steplengthLp = num%subStepSizeLp * steplengthLp ! ...try with smaller step length in same direction
|
|
Lpguess = Lpguess_old &
|
|
+ deltaLp * stepLengthLp
|
|
cycle LpLoop
|
|
endif
|
|
|
|
calculateJacobiLi: if (mod(jacoCounterLp, num%iJacoLpresiduum) == 0) then
|
|
jacoCounterLp = jacoCounterLp + 1
|
|
|
|
do o=1,3; do p=1,3
|
|
dFe_dLp(o,1:3,p,1:3) = - Delta_t * A(o,p)*transpose(invFi_new) ! dFe_dLp(i,j,k,l) = -Delta_t * A(i,k) invFi(l,j)
|
|
enddo; enddo
|
|
dRLp_dLp = math_eye(9) &
|
|
- math_3333to99(math_mul3333xx3333(math_mul3333xx3333(dLp_dS,dS_dFe),dFe_dLp))
|
|
temp_9 = math_33to9(residuumLp)
|
|
call dgesv(9,1,dRLp_dLp,9,devNull_9,temp_9,9,ierr) ! solve dRLp/dLp * delta Lp = -res for delta Lp
|
|
if (ierr /= 0) return ! error
|
|
deltaLp = - math_9to33(temp_9)
|
|
endif calculateJacobiLi
|
|
|
|
Lpguess = Lpguess &
|
|
+ deltaLp * steplengthLp
|
|
enddo LpLoop
|
|
|
|
call phase_LiAndItsTangents(Li_constitutive, dLi_dS, dLi_dFi, &
|
|
S, Fi_new, ph,me)
|
|
|
|
!* update current residuum and check for convergence of loop
|
|
atol_Li = max(num%rtol_crystalliteStress * max(norm2(Liguess),norm2(Li_constitutive)), & ! absolute tolerance from largest acceptable relative error
|
|
num%atol_crystalliteStress) ! minimum lower cutoff
|
|
residuumLi = Liguess - Li_constitutive
|
|
if (any(IEEE_is_NaN(residuumLi))) then
|
|
return ! error
|
|
elseif (norm2(residuumLi) < atol_Li) then ! converged if below absolute tolerance
|
|
exit LiLoop
|
|
elseif (NiterationStressLi == 1 .or. norm2(residuumLi) < norm2(residuumLi_old)) then ! not converged, but improved norm of residuum (always proceed in first iteration)...
|
|
residuumLi_old = residuumLi ! ...remember old values and...
|
|
Liguess_old = Liguess
|
|
steplengthLi = 1.0_pReal ! ...proceed with normal step length (calculate new search direction)
|
|
else ! not converged and residuum not improved...
|
|
steplengthLi = num%subStepSizeLi * steplengthLi ! ...try with smaller step length in same direction
|
|
Liguess = Liguess_old &
|
|
+ deltaLi * steplengthLi
|
|
cycle LiLoop
|
|
endif
|
|
|
|
calculateJacobiLp: if (mod(jacoCounterLi, num%iJacoLpresiduum) == 0) then
|
|
jacoCounterLi = jacoCounterLi + 1
|
|
|
|
temp_33 = matmul(matmul(A,B),invFi_current)
|
|
do o=1,3; do p=1,3
|
|
dFe_dLi(1:3,o,1:3,p) = -Delta_t*math_I3(o,p)*temp_33 ! dFe_dLp(i,j,k,l) = -Delta_t * A(i,k) invFi(l,j)
|
|
dFi_dLi(1:3,o,1:3,p) = -Delta_t*math_I3(o,p)*invFi_current
|
|
enddo; enddo
|
|
do o=1,3; do p=1,3
|
|
dFi_dLi(1:3,1:3,o,p) = matmul(matmul(Fi_new,dFi_dLi(1:3,1:3,o,p)),Fi_new)
|
|
enddo; enddo
|
|
dRLi_dLi = math_eye(9) &
|
|
- math_3333to99(math_mul3333xx3333(dLi_dS, math_mul3333xx3333(dS_dFe, dFe_dLi) &
|
|
+ math_mul3333xx3333(dS_dFi, dFi_dLi))) &
|
|
- math_3333to99(math_mul3333xx3333(dLi_dFi, dFi_dLi))
|
|
temp_9 = math_33to9(residuumLi)
|
|
call dgesv(9,1,dRLi_dLi,9,devNull_9,temp_9,9,ierr) ! solve dRLi/dLp * delta Li = -res for delta Li
|
|
if (ierr /= 0) return ! error
|
|
deltaLi = - math_9to33(temp_9)
|
|
endif calculateJacobiLp
|
|
|
|
Liguess = Liguess &
|
|
+ deltaLi * steplengthLi
|
|
enddo LiLoop
|
|
|
|
invFp_new = matmul(invFp_current,B)
|
|
call math_invert33(Fp_new,devNull,error,invFp_new)
|
|
if (error) return ! error
|
|
|
|
phase_mechanical_P(ph)%data(1:3,1:3,me) = matmul(matmul(F,invFp_new),matmul(S,transpose(invFp_new)))
|
|
phase_mechanical_S(ph)%data(1:3,1:3,me) = S
|
|
phase_mechanical_Lp(ph)%data(1:3,1:3,me) = Lpguess
|
|
phase_mechanical_Li(ph)%data(1:3,1:3,me) = Liguess
|
|
phase_mechanical_Fp(ph)%data(1:3,1:3,me) = Fp_new / math_det33(Fp_new)**(1.0_pReal/3.0_pReal) ! regularize
|
|
phase_mechanical_Fi(ph)%data(1:3,1:3,me) = Fi_new
|
|
phase_mechanical_Fe(ph)%data(1:3,1:3,me) = matmul(matmul(F,invFp_new),invFi_new)
|
|
broken = .false.
|
|
|
|
end function integrateStress
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief integrate stress, state with adaptive 1st order explicit Euler method
|
|
!> using Fixed Point Iteration to adapt the stepsize
|
|
!--------------------------------------------------------------------------------------------------
|
|
function integrateStateFPI(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
integer, intent(in) :: &
|
|
el, & !< element index in element loop
|
|
ip, & !< integration point index in ip loop
|
|
co !< grain index in grain loop
|
|
logical :: &
|
|
broken
|
|
|
|
integer :: &
|
|
NiterationState, & !< number of iterations in state loop
|
|
ph, &
|
|
me, &
|
|
sizeDotState
|
|
real(pReal) :: &
|
|
zeta
|
|
real(pReal), dimension(phase_plasticity_maxSizeDotState) :: &
|
|
r ! state residuum
|
|
real(pReal), dimension(phase_plasticity_maxSizeDotState,2) :: &
|
|
dotState
|
|
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
|
|
broken = plastic_dotState(Delta_t, co,ip,el,ph,me)
|
|
if(broken) return
|
|
|
|
sizeDotState = plasticState(ph)%sizeDotState
|
|
plasticState(ph)%state(1:sizeDotState,me) = subState0 &
|
|
+ plasticState(ph)%dotState (1:sizeDotState,me) * Delta_t
|
|
dotState(1:sizeDotState,2) = 0.0_pReal
|
|
|
|
iteration: do NiterationState = 1, num%nState
|
|
|
|
if(nIterationState > 1) dotState(1:sizeDotState,2) = dotState(1:sizeDotState,1)
|
|
dotState(1:sizeDotState,1) = plasticState(ph)%dotState(:,me)
|
|
|
|
broken = integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el)
|
|
if(broken) exit iteration
|
|
|
|
broken = plastic_dotState(Delta_t, co,ip,el,ph,me)
|
|
if(broken) exit iteration
|
|
|
|
zeta = damper(plasticState(ph)%dotState(:,me),dotState(1:sizeDotState,1),&
|
|
dotState(1:sizeDotState,2))
|
|
plasticState(ph)%dotState(:,me) = plasticState(ph)%dotState(:,me) * zeta &
|
|
+ dotState(1:sizeDotState,1) * (1.0_pReal - zeta)
|
|
r(1:sizeDotState) = plasticState(ph)%state (1:sizeDotState,me) &
|
|
- subState0 &
|
|
- plasticState(ph)%dotState (1:sizeDotState,me) * Delta_t
|
|
plasticState(ph)%state(1:sizeDotState,me) = plasticState(ph)%state(1:sizeDotState,me) &
|
|
- r(1:sizeDotState)
|
|
if (converged(r(1:sizeDotState),plasticState(ph)%state(1:sizeDotState,me),plasticState(ph)%atol(1:sizeDotState))) then
|
|
broken = plastic_deltaState(ph,me)
|
|
exit iteration
|
|
endif
|
|
|
|
enddo iteration
|
|
|
|
|
|
contains
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief calculate the damping for correction of state and dot state
|
|
!--------------------------------------------------------------------------------------------------
|
|
real(pReal) pure function damper(current,previous,previous2)
|
|
|
|
real(pReal), dimension(:), intent(in) ::&
|
|
current, previous, previous2
|
|
|
|
real(pReal) :: dot_prod12, dot_prod22
|
|
|
|
dot_prod12 = dot_product(current - previous, previous - previous2)
|
|
dot_prod22 = dot_product(previous - previous2, previous - previous2)
|
|
if ((dot_product(current,previous) < 0.0_pReal .or. dot_prod12 < 0.0_pReal) .and. dot_prod22 > 0.0_pReal) then
|
|
damper = 0.75_pReal + 0.25_pReal * tanh(2.0_pReal + 4.0_pReal * dot_prod12 / dot_prod22)
|
|
else
|
|
damper = 1.0_pReal
|
|
endif
|
|
|
|
end function damper
|
|
|
|
end function integrateStateFPI
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief integrate state with 1st order explicit Euler method
|
|
!--------------------------------------------------------------------------------------------------
|
|
function integrateStateEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
integer, intent(in) :: &
|
|
el, & !< element index in element loop
|
|
ip, & !< integration point index in ip loop
|
|
co !< grain index in grain loop
|
|
logical :: &
|
|
broken
|
|
|
|
integer :: &
|
|
ph, &
|
|
me, &
|
|
sizeDotState
|
|
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
|
|
broken = plastic_dotState(Delta_t, co,ip,el,ph,me)
|
|
if(broken) return
|
|
|
|
sizeDotState = plasticState(ph)%sizeDotState
|
|
plasticState(ph)%state(1:sizeDotState,me) = subState0 &
|
|
+ plasticState(ph)%dotState(1:sizeDotState,me) * Delta_t
|
|
|
|
broken = plastic_deltaState(ph,me)
|
|
if(broken) return
|
|
|
|
broken = integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el)
|
|
|
|
end function integrateStateEuler
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief integrate stress, state with 1st order Euler method with adaptive step size
|
|
!--------------------------------------------------------------------------------------------------
|
|
function integrateStateAdaptiveEuler(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
integer, intent(in) :: &
|
|
el, & !< element index in element loop
|
|
ip, & !< integration point index in ip loop
|
|
co !< grain index in grain loop
|
|
logical :: &
|
|
broken
|
|
|
|
integer :: &
|
|
ph, &
|
|
me, &
|
|
sizeDotState
|
|
real(pReal), dimension(phase_plasticity_maxSizeDotState) :: residuum_plastic
|
|
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
|
|
broken = plastic_dotState(Delta_t, co,ip,el,ph,me)
|
|
if(broken) return
|
|
|
|
sizeDotState = plasticState(ph)%sizeDotState
|
|
|
|
residuum_plastic(1:sizeDotState) = - plasticState(ph)%dotstate(1:sizeDotState,me) * 0.5_pReal * Delta_t
|
|
plasticState(ph)%state(1:sizeDotState,me) = subState0 &
|
|
+ plasticState(ph)%dotstate(1:sizeDotState,me) * Delta_t
|
|
|
|
broken = plastic_deltaState(ph,me)
|
|
if(broken) return
|
|
|
|
broken = integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el)
|
|
if(broken) return
|
|
|
|
broken = plastic_dotState(Delta_t, co,ip,el,ph,me)
|
|
if(broken) return
|
|
|
|
broken = .not. converged(residuum_plastic(1:sizeDotState) + 0.5_pReal * plasticState(ph)%dotState(:,me) * Delta_t, &
|
|
plasticState(ph)%state(1:sizeDotState,me), &
|
|
plasticState(ph)%atol(1:sizeDotState))
|
|
|
|
end function integrateStateAdaptiveEuler
|
|
|
|
|
|
!---------------------------------------------------------------------------------------------------
|
|
!> @brief Integrate state (including stress integration) with the classic Runge Kutta method
|
|
!---------------------------------------------------------------------------------------------------
|
|
function integrateStateRK4(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
integer, intent(in) :: co,ip,el
|
|
logical :: broken
|
|
|
|
real(pReal), dimension(3,3), parameter :: &
|
|
A = reshape([&
|
|
0.5_pReal, 0.0_pReal, 0.0_pReal, &
|
|
0.0_pReal, 0.5_pReal, 0.0_pReal, &
|
|
0.0_pReal, 0.0_pReal, 1.0_pReal],&
|
|
shape(A))
|
|
real(pReal), dimension(3), parameter :: &
|
|
C = [0.5_pReal, 0.5_pReal, 1.0_pReal]
|
|
real(pReal), dimension(4), parameter :: &
|
|
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]
|
|
|
|
|
|
broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el,A,B,C)
|
|
|
|
end function integrateStateRK4
|
|
|
|
|
|
!---------------------------------------------------------------------------------------------------
|
|
!> @brief Integrate state (including stress integration) with the Cash-Carp method
|
|
!---------------------------------------------------------------------------------------------------
|
|
function integrateStateRKCK45(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
integer, intent(in) :: co,ip,el
|
|
logical :: broken
|
|
|
|
real(pReal), dimension(5,5), parameter :: &
|
|
A = reshape([&
|
|
1._pReal/5._pReal, .0_pReal, .0_pReal, .0_pReal, .0_pReal, &
|
|
3._pReal/40._pReal, 9._pReal/40._pReal, .0_pReal, .0_pReal, .0_pReal, &
|
|
3_pReal/10._pReal, -9._pReal/10._pReal, 6._pReal/5._pReal, .0_pReal, .0_pReal, &
|
|
-11._pReal/54._pReal, 5._pReal/2._pReal, -70.0_pReal/27.0_pReal, 35.0_pReal/27.0_pReal, .0_pReal, &
|
|
1631._pReal/55296._pReal,175._pReal/512._pReal,575._pReal/13824._pReal,44275._pReal/110592._pReal,253._pReal/4096._pReal],&
|
|
shape(A))
|
|
real(pReal), dimension(5), parameter :: &
|
|
C = [0.2_pReal, 0.3_pReal, 0.6_pReal, 1.0_pReal, 0.875_pReal]
|
|
real(pReal), dimension(6), parameter :: &
|
|
B = &
|
|
[37.0_pReal/378.0_pReal, .0_pReal, 250.0_pReal/621.0_pReal, &
|
|
125.0_pReal/594.0_pReal, .0_pReal, 512.0_pReal/1771.0_pReal], &
|
|
DB = B - &
|
|
[2825.0_pReal/27648.0_pReal, .0_pReal, 18575.0_pReal/48384.0_pReal,&
|
|
13525.0_pReal/55296.0_pReal, 277.0_pReal/14336.0_pReal, 1._pReal/4._pReal]
|
|
|
|
|
|
broken = integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el,A,B,C,DB)
|
|
|
|
end function integrateStateRKCK45
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief Integrate state (including stress integration) with an explicit Runge-Kutta method or an
|
|
!! embedded explicit Runge-Kutta method
|
|
!--------------------------------------------------------------------------------------------------
|
|
function integrateStateRK(F_0,F,subFp0,subFi0,subState0,Delta_t,co,ip,el,A,B,C,DB) result(broken)
|
|
|
|
real(pReal), intent(in),dimension(3,3) :: F_0,F,subFp0,subFi0
|
|
real(pReal), intent(in),dimension(:) :: subState0
|
|
real(pReal), intent(in) :: Delta_t
|
|
real(pReal), dimension(:,:), intent(in) :: A
|
|
real(pReal), dimension(:), intent(in) :: B, C
|
|
real(pReal), dimension(:), intent(in), optional :: DB
|
|
integer, intent(in) :: &
|
|
el, & !< element index in element loop
|
|
ip, & !< integration point index in ip loop
|
|
co !< grain index in grain loop
|
|
logical :: broken
|
|
|
|
integer :: &
|
|
stage, & ! stage index in integration stage loop
|
|
n, &
|
|
ph, &
|
|
me, &
|
|
sizeDotState
|
|
real(pReal), dimension(phase_plasticity_maxSizeDotState,size(B)) :: plastic_RKdotState
|
|
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
|
|
broken = plastic_dotState(Delta_t,co,ip,el,ph,me)
|
|
if(broken) return
|
|
|
|
sizeDotState = plasticState(ph)%sizeDotState
|
|
|
|
do stage = 1, size(A,1)
|
|
|
|
plastic_RKdotState(1:sizeDotState,stage) = plasticState(ph)%dotState(:,me)
|
|
plasticState(ph)%dotState(:,me) = A(1,stage) * plastic_RKdotState(1:sizeDotState,1)
|
|
|
|
do n = 2, stage
|
|
plasticState(ph)%dotState(:,me) = plasticState(ph)%dotState(:,me) &
|
|
+ A(n,stage) * plastic_RKdotState(1:sizeDotState,n)
|
|
enddo
|
|
|
|
plasticState(ph)%state(1:sizeDotState,me) = subState0 &
|
|
+ plasticState(ph)%dotState (1:sizeDotState,me) * Delta_t
|
|
|
|
broken = integrateStress(F_0 + (F - F_0) * Delta_t * C(stage),subFp0,subFi0,Delta_t * C(stage),co,ip,el)
|
|
if(broken) exit
|
|
|
|
broken = plastic_dotState(Delta_t*C(stage),co,ip,el,ph,me)
|
|
if(broken) exit
|
|
|
|
enddo
|
|
if(broken) return
|
|
|
|
|
|
plastic_RKdotState(1:sizeDotState,size(B)) = plasticState (ph)%dotState(:,me)
|
|
plasticState(ph)%dotState(:,me) = matmul(plastic_RKdotState(1:sizeDotState,1:size(B)),B)
|
|
plasticState(ph)%state(1:sizeDotState,me) = subState0 &
|
|
+ plasticState(ph)%dotState (1:sizeDotState,me) * Delta_t
|
|
|
|
if(present(DB)) &
|
|
broken = .not. converged(matmul(plastic_RKdotState(1:sizeDotState,1:size(DB)),DB) * Delta_t, &
|
|
plasticState(ph)%state(1:sizeDotState,me), &
|
|
plasticState(ph)%atol(1:sizeDotState))
|
|
|
|
if(broken) return
|
|
|
|
broken = plastic_deltaState(ph,me)
|
|
if(broken) return
|
|
|
|
broken = integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el)
|
|
|
|
end function integrateStateRK
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief writes crystallite results to HDF5 output file
|
|
!--------------------------------------------------------------------------------------------------
|
|
subroutine crystallite_results(group,ph)
|
|
|
|
character(len=*), intent(in) :: group
|
|
integer, intent(in) :: ph
|
|
|
|
integer :: ou
|
|
real(pReal), allocatable, dimension(:,:) :: selected_rotations
|
|
character(len=:), allocatable :: structureLabel
|
|
|
|
|
|
call results_closeGroup(results_addGroup(group//'/mechanics/'))
|
|
|
|
do ou = 1, size(output_constituent(ph)%label)
|
|
|
|
select case (output_constituent(ph)%label(ou))
|
|
case('F')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_F(ph)%data,'F',&
|
|
'deformation gradient','1')
|
|
case('F_e')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_Fe(ph)%data,'F_e',&
|
|
'elastic deformation gradient','1')
|
|
case('F_p')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_Fp(ph)%data,'F_p', &
|
|
'plastic deformation gradient','1')
|
|
case('F_i')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_Fi(ph)%data,'F_i', &
|
|
'inelastic deformation gradient','1')
|
|
case('L_p')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_Lp(ph)%data,'L_p', &
|
|
'plastic velocity gradient','1/s')
|
|
case('L_i')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_Li(ph)%data,'L_i', &
|
|
'inelastic velocity gradient','1/s')
|
|
case('P')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_P(ph)%data,'P', &
|
|
'First Piola-Kirchhoff stress','Pa')
|
|
case('S')
|
|
call results_writeDataset(group//'/mechanics/',phase_mechanical_S(ph)%data,'S', &
|
|
'Second Piola-Kirchhoff stress','Pa')
|
|
case('O')
|
|
select case(lattice_structure(ph))
|
|
case(lattice_ISO_ID)
|
|
structureLabel = 'aP'
|
|
case(lattice_FCC_ID)
|
|
structureLabel = 'cF'
|
|
case(lattice_BCC_ID)
|
|
structureLabel = 'cI'
|
|
case(lattice_BCT_ID)
|
|
structureLabel = 'tI'
|
|
case(lattice_HEX_ID)
|
|
structureLabel = 'hP'
|
|
case(lattice_ORT_ID)
|
|
structureLabel = 'oP'
|
|
end select
|
|
selected_rotations = select_rotations(crystallite_orientation,ph)
|
|
call results_writeDataset(group//'/mechanics/',selected_rotations,output_constituent(ph)%label(ou),&
|
|
'crystal orientation as quaternion','q_0 (q_1 q_2 q_3)')
|
|
call results_addAttribute('Lattice',structureLabel,group//'/mechanics/'//output_constituent(ph)%label(ou))
|
|
end select
|
|
enddo
|
|
|
|
|
|
contains
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief select rotations for output
|
|
!--------------------------------------------------------------------------------------------------
|
|
function select_rotations(dataset,ph)
|
|
|
|
integer, intent(in) :: ph
|
|
type(rotation), dimension(:,:,:), intent(in) :: dataset
|
|
real(pReal), allocatable, dimension(:,:) :: select_rotations
|
|
integer :: el,ip,co,j
|
|
|
|
allocate(select_rotations(4,count(material_phaseAt==ph)*homogenization_maxNconstituents*discretization_nIPs))
|
|
|
|
j=0
|
|
do el = 1, size(material_phaseAt,2)
|
|
do ip = 1, discretization_nIPs
|
|
do co = 1, size(material_phaseAt,1) !ToDo: this needs to be changed for varying Ngrains
|
|
if (material_phaseAt(co,el) == ph) then
|
|
j = j + 1
|
|
select_rotations(1:4,j) = dataset(co,ip,el)%asQuaternion()
|
|
endif
|
|
enddo
|
|
enddo
|
|
enddo
|
|
|
|
end function select_rotations
|
|
|
|
end subroutine crystallite_results
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief Wind homog inc forward.
|
|
!--------------------------------------------------------------------------------------------------
|
|
module subroutine mechanical_windForward(ph,me)
|
|
|
|
integer, intent(in) :: ph, me
|
|
|
|
|
|
phase_mechanical_Fp0(ph)%data(1:3,1:3,me) = phase_mechanical_Fp(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_Fi0(ph)%data(1:3,1:3,me) = phase_mechanical_Fi(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_F0(ph)%data(1:3,1:3,me) = phase_mechanical_F(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_Li0(ph)%data(1:3,1:3,me) = phase_mechanical_Li(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_Lp0(ph)%data(1:3,1:3,me) = phase_mechanical_Lp(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_S0(ph)%data(1:3,1:3,me) = phase_mechanical_S(ph)%data(1:3,1:3,me)
|
|
|
|
plasticState(ph)%State0(:,me) = plasticState(ph)%state(:,me)
|
|
|
|
end subroutine mechanical_windForward
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief Forward data after successful increment.
|
|
! ToDo: Any guessing for the current states possible?
|
|
!--------------------------------------------------------------------------------------------------
|
|
module subroutine mechanical_forward()
|
|
|
|
integer :: ph
|
|
|
|
|
|
do ph = 1, size(plasticState)
|
|
phase_mechanical_Fi0(ph) = phase_mechanical_Fi(ph)
|
|
phase_mechanical_Fp0(ph) = phase_mechanical_Fp(ph)
|
|
phase_mechanical_F0(ph) = phase_mechanical_F(ph)
|
|
phase_mechanical_Li0(ph) = phase_mechanical_Li(ph)
|
|
phase_mechanical_Lp0(ph) = phase_mechanical_Lp(ph)
|
|
phase_mechanical_S0(ph) = phase_mechanical_S(ph)
|
|
plasticState(ph)%state0 = plasticState(ph)%state
|
|
enddo
|
|
|
|
end subroutine mechanical_forward
|
|
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief returns the homogenize elasticity matrix
|
|
!> ToDo: homogenizedC66 would be more consistent
|
|
!--------------------------------------------------------------------------------------------------
|
|
module function phase_homogenizedC(ph,me) result(C)
|
|
|
|
real(pReal), dimension(6,6) :: C
|
|
integer, intent(in) :: ph, me
|
|
|
|
plasticType: select case (phase_plasticity(ph))
|
|
case (PLASTICITY_DISLOTWIN_ID) plasticType
|
|
C = plastic_dislotwin_homogenizedC(ph,me)
|
|
case default plasticType
|
|
C = lattice_C66(1:6,1:6,ph)
|
|
end select plasticType
|
|
|
|
end function phase_homogenizedC
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief calculate stress (P)
|
|
!--------------------------------------------------------------------------------------------------
|
|
module function crystallite_stress(dt,co,ip,el) result(converged_)
|
|
|
|
real(pReal), intent(in) :: dt
|
|
integer, intent(in) :: &
|
|
co, &
|
|
ip, &
|
|
el
|
|
logical :: converged_
|
|
|
|
real(pReal) :: &
|
|
formerSubStep
|
|
integer :: &
|
|
ph, me, sizeDotState
|
|
logical :: todo
|
|
real(pReal) :: subFrac,subStep
|
|
real(pReal), dimension(3,3) :: &
|
|
subFp0, &
|
|
subFi0, &
|
|
subLp0, &
|
|
subLi0, &
|
|
subF0, &
|
|
subF
|
|
real(pReal), dimension(:), allocatable :: subState0
|
|
|
|
|
|
ph = material_phaseAt(co,el)
|
|
me = material_phaseMemberAt(co,ip,el)
|
|
sizeDotState = plasticState(ph)%sizeDotState
|
|
|
|
subLi0 = phase_mechanical_Li0(ph)%data(1:3,1:3,me)
|
|
subLp0 = phase_mechanical_Lp0(ph)%data(1:3,1:3,me)
|
|
subState0 = plasticState(ph)%State0(:,me)
|
|
|
|
if (damageState(ph)%sizeState > 0) &
|
|
damageState(ph)%subState0(:,me) = damageState(ph)%state0(:,me)
|
|
|
|
subFp0 = phase_mechanical_Fp0(ph)%data(1:3,1:3,me)
|
|
subFi0 = phase_mechanical_Fi0(ph)%data(1:3,1:3,me)
|
|
subF0 = phase_mechanical_F0(ph)%data(1:3,1:3,me)
|
|
subFrac = 0.0_pReal
|
|
subStep = 1.0_pReal/num%subStepSizeCryst
|
|
todo = .true.
|
|
converged_ = .false. ! pretend failed step of 1/subStepSizeCryst
|
|
|
|
todo = .true.
|
|
cutbackLooping: do while (todo)
|
|
|
|
if (converged_) then
|
|
formerSubStep = subStep
|
|
subFrac = subFrac + subStep
|
|
subStep = min(1.0_pReal - subFrac, num%stepIncreaseCryst * subStep)
|
|
|
|
todo = subStep > 0.0_pReal ! still time left to integrate on?
|
|
|
|
if (todo) then
|
|
subF0 = subF
|
|
subLp0 = phase_mechanical_Lp(ph)%data(1:3,1:3,me)
|
|
subLi0 = phase_mechanical_Li(ph)%data(1:3,1:3,me)
|
|
subFp0 = phase_mechanical_Fp(ph)%data(1:3,1:3,me)
|
|
subFi0 = phase_mechanical_Fi(ph)%data(1:3,1:3,me)
|
|
subState0 = plasticState(ph)%state(:,me)
|
|
if (damageState(ph)%sizeState > 0) &
|
|
damageState(ph)%subState0(:,me) = damageState(ph)%state(:,me)
|
|
|
|
endif
|
|
!--------------------------------------------------------------------------------------------------
|
|
! cut back (reduced time and restore)
|
|
else
|
|
subStep = num%subStepSizeCryst * subStep
|
|
phase_mechanical_Fp(ph)%data(1:3,1:3,me) = subFp0
|
|
phase_mechanical_Fi(ph)%data(1:3,1:3,me) = subFi0
|
|
phase_mechanical_S(ph)%data(1:3,1:3,me) = phase_mechanical_S0(ph)%data(1:3,1:3,me) ! why no subS0 ? is S0 of any use?
|
|
if (subStep < 1.0_pReal) then ! actual (not initial) cutback
|
|
phase_mechanical_Lp(ph)%data(1:3,1:3,me) = subLp0
|
|
phase_mechanical_Li(ph)%data(1:3,1:3,me) = subLi0
|
|
endif
|
|
plasticState(ph)%state(:,me) = subState0
|
|
if (damageState(ph)%sizeState > 0) &
|
|
damageState(ph)%state(:,me) = damageState(ph)%subState0(:,me)
|
|
|
|
todo = subStep > num%subStepMinCryst ! still on track or already done (beyond repair)
|
|
endif
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
! prepare for integration
|
|
if (todo) then
|
|
subF = subF0 &
|
|
+ subStep * (phase_mechanical_F(ph)%data(1:3,1:3,me) - phase_mechanical_F0(ph)%data(1:3,1:3,me))
|
|
phase_mechanical_Fe(ph)%data(1:3,1:3,me) = matmul(subF,math_inv33(matmul(phase_mechanical_Fi(ph)%data(1:3,1:3,me), &
|
|
phase_mechanical_Fp(ph)%data(1:3,1:3,me))))
|
|
converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * dt,co,ip,el)
|
|
converged_ = converged_ .and. .not. integrateDamageState(subStep * dt,co,ip,el)
|
|
endif
|
|
|
|
enddo cutbackLooping
|
|
|
|
end function crystallite_stress
|
|
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief Restore data after homog cutback.
|
|
!--------------------------------------------------------------------------------------------------
|
|
module subroutine mechanical_restore(ce,includeL)
|
|
|
|
integer, intent(in) :: ce
|
|
logical, intent(in) :: &
|
|
includeL !< protect agains fake cutback
|
|
|
|
integer :: &
|
|
co, ph, me
|
|
|
|
|
|
do co = 1,homogenization_Nconstituents(material_homogenizationAt2(ce))
|
|
ph = material_phaseAt2(co,ce)
|
|
me = material_phaseMemberAt2(co,ce)
|
|
if (includeL) then
|
|
phase_mechanical_Lp(ph)%data(1:3,1:3,me) = phase_mechanical_Lp0(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_Li(ph)%data(1:3,1:3,me) = phase_mechanical_Li0(ph)%data(1:3,1:3,me)
|
|
endif ! maybe protecting everything from overwriting makes more sense
|
|
|
|
phase_mechanical_Fp(ph)%data(1:3,1:3,me) = phase_mechanical_Fp0(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_Fi(ph)%data(1:3,1:3,me) = phase_mechanical_Fi0(ph)%data(1:3,1:3,me)
|
|
phase_mechanical_S(ph)%data(1:3,1:3,me) = phase_mechanical_S0(ph)%data(1:3,1:3,me)
|
|
|
|
plasticState(ph)%state(:,me) = plasticState(ph)%State0(:,me)
|
|
enddo
|
|
|
|
end subroutine mechanical_restore
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
!> @brief Calculate tangent (dPdF).
|
|
!--------------------------------------------------------------------------------------------------
|
|
module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
|
|
|
real(pReal), intent(in) :: dt
|
|
integer, intent(in) :: &
|
|
co, & !< counter in constituent loop
|
|
ce
|
|
real(pReal), dimension(3,3,3,3) :: dPdF
|
|
|
|
integer :: &
|
|
o, &
|
|
p, ph, me
|
|
real(pReal), dimension(3,3) :: devNull, &
|
|
invSubFp0,invSubFi0,invFp,invFi, &
|
|
temp_33_1, temp_33_2, temp_33_3
|
|
real(pReal), dimension(3,3,3,3) :: dSdFe, &
|
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dSdF, &
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dSdFi, &
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dLidS, & ! tangent in lattice configuration
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dLidFi, &
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dLpdS, &
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dLpdFi, &
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dFidS, &
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dFpinvdF, &
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rhs_3333, &
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lhs_3333, &
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temp_3333
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real(pReal), dimension(9,9):: temp_99
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logical :: error
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ph = material_phaseAt2(co,ce)
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me = material_phaseMemberAt2(co,ce)
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call phase_hooke_SandItsTangents(devNull,dSdFe,dSdFi, &
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phase_mechanical_Fe(ph)%data(1:3,1:3,me), &
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phase_mechanical_Fi(ph)%data(1:3,1:3,me),ph,me)
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call phase_LiAndItsTangents(devNull,dLidS,dLidFi, &
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phase_mechanical_S(ph)%data(1:3,1:3,me), &
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phase_mechanical_Fi(ph)%data(1:3,1:3,me), &
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ph,me)
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invFp = math_inv33(phase_mechanical_Fp(ph)%data(1:3,1:3,me))
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invFi = math_inv33(phase_mechanical_Fi(ph)%data(1:3,1:3,me))
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invSubFp0 = math_inv33(phase_mechanical_Fp0(ph)%data(1:3,1:3,me))
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invSubFi0 = math_inv33(phase_mechanical_Fi0(ph)%data(1:3,1:3,me))
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if (sum(abs(dLidS)) < tol_math_check) then
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dFidS = 0.0_pReal
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else
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lhs_3333 = 0.0_pReal; rhs_3333 = 0.0_pReal
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do o=1,3; do p=1,3
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lhs_3333(1:3,1:3,o,p) = lhs_3333(1:3,1:3,o,p) &
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+ matmul(invSubFi0,dLidFi(1:3,1:3,o,p)) * dt
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lhs_3333(1:3,o,1:3,p) = lhs_3333(1:3,o,1:3,p) &
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+ invFi*invFi(p,o)
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rhs_3333(1:3,1:3,o,p) = rhs_3333(1:3,1:3,o,p) &
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- matmul(invSubFi0,dLidS(1:3,1:3,o,p)) * dt
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enddo; enddo
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call math_invert(temp_99,error,math_3333to99(lhs_3333))
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if (error) then
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call IO_warning(warning_ID=600, &
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ext_msg='inversion error in analytic tangent calculation')
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dFidS = 0.0_pReal
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else
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dFidS = math_mul3333xx3333(math_99to3333(temp_99),rhs_3333)
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endif
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dLidS = math_mul3333xx3333(dLidFi,dFidS) + dLidS
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endif
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call plastic_LpAndItsTangents(devNull,dLpdS,dLpdFi, &
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phase_mechanical_S(ph)%data(1:3,1:3,me), &
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|
phase_mechanical_Fi(ph)%data(1:3,1:3,me),ph,me)
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dLpdS = math_mul3333xx3333(dLpdFi,dFidS) + dLpdS
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|
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|
!--------------------------------------------------------------------------------------------------
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! calculate dSdF
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temp_33_1 = transpose(matmul(invFp,invFi))
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temp_33_2 = matmul(phase_mechanical_F(ph)%data(1:3,1:3,me),invSubFp0)
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temp_33_3 = matmul(matmul(phase_mechanical_F(ph)%data(1:3,1:3,me),invFp), invSubFi0)
|
|
|
|
do o=1,3; do p=1,3
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|
rhs_3333(p,o,1:3,1:3) = matmul(dSdFe(p,o,1:3,1:3),temp_33_1)
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|
temp_3333(1:3,1:3,p,o) = matmul(matmul(temp_33_2,dLpdS(1:3,1:3,p,o)), invFi) &
|
|
+ matmul(temp_33_3,dLidS(1:3,1:3,p,o))
|
|
enddo; enddo
|
|
lhs_3333 = math_mul3333xx3333(dSdFe,temp_3333) * dt &
|
|
+ math_mul3333xx3333(dSdFi,dFidS)
|
|
|
|
call math_invert(temp_99,error,math_eye(9)+math_3333to99(lhs_3333))
|
|
if (error) then
|
|
call IO_warning(warning_ID=600, &
|
|
ext_msg='inversion error in analytic tangent calculation')
|
|
dSdF = rhs_3333
|
|
else
|
|
dSdF = math_mul3333xx3333(math_99to3333(temp_99),rhs_3333)
|
|
endif
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
! calculate dFpinvdF
|
|
temp_3333 = math_mul3333xx3333(dLpdS,dSdF)
|
|
do o=1,3; do p=1,3
|
|
dFpinvdF(1:3,1:3,p,o) = - matmul(invSubFp0, matmul(temp_3333(1:3,1:3,p,o),invFi)) * dt
|
|
enddo; enddo
|
|
|
|
!--------------------------------------------------------------------------------------------------
|
|
! assemble dPdF
|
|
temp_33_1 = matmul(phase_mechanical_S(ph)%data(1:3,1:3,me),transpose(invFp))
|
|
temp_33_2 = matmul(phase_mechanical_F(ph)%data(1:3,1:3,me),invFp)
|
|
temp_33_3 = matmul(temp_33_2,phase_mechanical_S(ph)%data(1:3,1:3,me))
|
|
|
|
dPdF = 0.0_pReal
|
|
do p=1,3
|
|
dPdF(p,1:3,p,1:3) = transpose(matmul(invFp,temp_33_1))
|
|
enddo
|
|
do o=1,3; do p=1,3
|
|
dPdF(1:3,1:3,p,o) = dPdF(1:3,1:3,p,o) &
|
|
+ matmul(matmul(phase_mechanical_F(ph)%data(1:3,1:3,me),dFpinvdF(1:3,1:3,p,o)),temp_33_1) &
|
|
+ matmul(matmul(temp_33_2,dSdF(1:3,1:3,p,o)),transpose(invFp)) &
|
|
+ matmul(temp_33_3,transpose(dFpinvdF(1:3,1:3,p,o)))
|
|
enddo; enddo
|
|
|
|
end function phase_mechanical_dPdF
|
|
|
|
|
|
module subroutine mechanical_restartWrite(groupHandle,ph)
|
|
|
|
integer(HID_T), intent(in) :: groupHandle
|
|
integer, intent(in) :: ph
|
|
|
|
|
|
call HDF5_write(groupHandle,plasticState(ph)%state,'omega')
|
|
call HDF5_write(groupHandle,phase_mechanical_Fi(ph)%data,'F_i')
|
|
call HDF5_write(groupHandle,phase_mechanical_Li(ph)%data,'L_i')
|
|
call HDF5_write(groupHandle,phase_mechanical_Lp(ph)%data,'L_p')
|
|
call HDF5_write(groupHandle,phase_mechanical_Fp(ph)%data,'F_p')
|
|
call HDF5_write(groupHandle,phase_mechanical_S(ph)%data,'S')
|
|
call HDF5_write(groupHandle,phase_mechanical_F(ph)%data,'F')
|
|
|
|
end subroutine mechanical_restartWrite
|
|
|
|
|
|
module subroutine mechanical_restartRead(groupHandle,ph)
|
|
|
|
integer(HID_T), intent(in) :: groupHandle
|
|
integer, intent(in) :: ph
|
|
|
|
|
|
call HDF5_read(groupHandle,plasticState(ph)%state0,'omega')
|
|
call HDF5_read(groupHandle,phase_mechanical_Fi0(ph)%data,'F_i')
|
|
call HDF5_read(groupHandle,phase_mechanical_Li0(ph)%data,'L_i')
|
|
call HDF5_read(groupHandle,phase_mechanical_Lp0(ph)%data,'L_p')
|
|
call HDF5_read(groupHandle,phase_mechanical_Fp0(ph)%data,'F_p')
|
|
call HDF5_read(groupHandle,phase_mechanical_S0(ph)%data,'S')
|
|
call HDF5_read(groupHandle,phase_mechanical_F0(ph)%data,'F')
|
|
|
|
end subroutine mechanical_restartRead
|
|
|
|
|
|
!----------------------------------------------------------------------------------------------
|
|
!< @brief Get first Piola-Kichhoff stress (for use by non-mech physics)
|
|
!----------------------------------------------------------------------------------------------
|
|
module function mechanical_S(ph,me) result(S)
|
|
|
|
integer, intent(in) :: ph,me
|
|
real(pReal), dimension(3,3) :: S
|
|
|
|
|
|
S = phase_mechanical_S(ph)%data(1:3,1:3,me)
|
|
|
|
end function mechanical_S
|
|
|
|
|
|
!----------------------------------------------------------------------------------------------
|
|
!< @brief Get plastic velocity gradient (for use by non-mech physics)
|
|
!----------------------------------------------------------------------------------------------
|
|
module function mechanical_L_p(ph,me) result(L_p)
|
|
|
|
integer, intent(in) :: ph,me
|
|
real(pReal), dimension(3,3) :: L_p
|
|
|
|
|
|
L_p = phase_mechanical_Lp(ph)%data(1:3,1:3,me)
|
|
|
|
end function mechanical_L_p
|
|
|
|
|
|
!----------------------------------------------------------------------------------------------
|
|
!< @brief Get deformation gradient (for use by homogenization)
|
|
!----------------------------------------------------------------------------------------------
|
|
module function phase_mechanical_getF(co,ce) result(F)
|
|
|
|
integer, intent(in) :: co, ce
|
|
real(pReal), dimension(3,3) :: F
|
|
|
|
|
|
F = phase_mechanical_F(material_phaseAt2(co,ce))%data(1:3,1:3,material_phaseMemberAt2(co,ce))
|
|
|
|
end function phase_mechanical_getF
|
|
|
|
|
|
!----------------------------------------------------------------------------------------------
|
|
!< @brief Get elastic deformation gradient (for use by non-mech physics)
|
|
!----------------------------------------------------------------------------------------------
|
|
module function mechanical_F_e(ph,me) result(F_e)
|
|
|
|
integer, intent(in) :: ph,me
|
|
real(pReal), dimension(3,3) :: F_e
|
|
|
|
|
|
F_e = phase_mechanical_Fe(ph)%data(1:3,1:3,me)
|
|
|
|
end function mechanical_F_e
|
|
|
|
|
|
|
|
!----------------------------------------------------------------------------------------------
|
|
!< @brief Get second Piola-Kichhoff stress (for use by homogenization)
|
|
!----------------------------------------------------------------------------------------------
|
|
module function phase_mechanical_getP(co,ce) result(P)
|
|
|
|
integer, intent(in) :: co, ce
|
|
real(pReal), dimension(3,3) :: P
|
|
|
|
|
|
P = phase_mechanical_P(material_phaseAt2(co,ce))%data(1:3,1:3,material_phaseMemberAt2(co,ce))
|
|
|
|
end function phase_mechanical_getP
|
|
|
|
|
|
! setter for homogenization
|
|
module subroutine phase_mechanical_setF(F,co,ce)
|
|
|
|
real(pReal), dimension(3,3), intent(in) :: F
|
|
integer, intent(in) :: co, ce
|
|
|
|
|
|
phase_mechanical_F(material_phaseAt2(co,ce))%data(1:3,1:3,material_phaseMemberAt2(co,ce)) = F
|
|
|
|
end subroutine phase_mechanical_setF
|
|
|
|
|
|
end submodule mechanical
|