simplified structure
choice of damage model triggers eigendeformation, no repeated variables This implementation is the most ugly hack I could imagine. I just serves the purpose of having a stable material.yaml
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2
PRIVATE
2
PRIVATE
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@ -1 +1 @@
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Subproject commit e74cf00628285a587ced1e551cc9837c1011ca1c
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Subproject commit 07d125fe476621224d9f2ef73b0cf88f3b07bc60
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@ -175,7 +175,7 @@ module subroutine damage_init
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allocate(current(ph)%d_phi_d_dot_phi(Nconstituents),source=0.0_pReal)
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phase => phases%get(ph)
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sources => phase%get('source',defaultVal=emptyList)
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sources => phase%get('damage',defaultVal=emptyList)
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phase_Nsources(ph) = sources%length
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allocate(damageState(ph)%p(phase_Nsources(ph)))
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enddo
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@ -493,7 +493,7 @@ function source_active(source_label,src_length) result(active_source)
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allocate(active_source(src_length,phases%length), source = .false. )
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do p = 1, phases%length
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phase => phases%get(p)
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sources => phase%get('source',defaultVal=emptyList)
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sources => phase%get('damage',defaultVal=emptyList)
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do s = 1, sources%length
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src => sources%get(s)
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if(src%get_asString('type') == source_label) active_source(s,p) = .true.
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@ -51,7 +51,7 @@ module function anisobrittle_init(source_length) result(mySources)
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print'(/,a)', ' <<<+- phase:damage:anisobrittle init -+>>>'
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mySources = source_active('damage_anisoBrittle',source_length)
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mySources = source_active('anisobrittle',source_length)
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Ninstances = count(mySources)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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@ -65,7 +65,7 @@ module function anisobrittle_init(source_length) result(mySources)
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phase => phases%get(p)
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if(any(mySources(:,p))) source_damage_anisoBrittle_instance(p) = count(mySources(:,1:p))
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if(count(mySources(:,p)) == 0) cycle
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sources => phase%get('source')
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sources => phase%get('damage')
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do sourceOffset = 1, sources%length
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if(mySources(sourceOffset,p)) then
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source_damage_anisoBrittle_offset(p) = sourceOffset
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@ -41,7 +41,7 @@ module function isobrittle_init(source_length) result(mySources)
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print'(/,a)', ' <<<+- phase:damage:isobrittle init -+>>>'
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mySources = source_active('damage_isoBrittle',source_length)
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mySources = source_active('isobrittle',source_length)
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Ninstances = count(mySources)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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@ -55,7 +55,7 @@ module function isobrittle_init(source_length) result(mySources)
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phase => phases%get(p)
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if(any(mySources(:,p))) source_damage_isoBrittle_instance(p) = count(mySources(:,1:p))
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if(count(mySources(:,p)) == 0) cycle
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sources => phase%get('source')
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sources => phase%get('damage')
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do sourceOffset = 1, sources%length
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if(mySources(sourceOffset,p)) then
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source_damage_isoBrittle_offset(p) = sourceOffset
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@ -43,7 +43,7 @@ module function isoductile_init(source_length) result(mySources)
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print'(/,a)', ' <<<+- phase:damage:isoductile init -+>>>'
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mySources = source_active('damage_isoDuctile',source_length)
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mySources = source_active('isoductile',source_length)
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Ninstances = count(mySources)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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@ -57,7 +57,7 @@ module function isoductile_init(source_length) result(mySources)
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phase => phases%get(p)
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if(count(mySources(:,p)) == 0) cycle
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if(any(mySources(:,p))) source_damage_isoDuctile_instance(p) = count(mySources(:,1:p))
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sources => phase%get('source')
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sources => phase%get('damage')
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do sourceOffset = 1, sources%length
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if(mySources(sourceOffset,p)) then
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source_damage_isoDuctile_offset(p) = sourceOffset
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@ -66,7 +66,8 @@ module subroutine eigendeformation_init(phases)
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ph
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class(tNode), pointer :: &
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phase, &
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kinematics
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kinematics, &
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damage
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print'(/,a)', ' <<<+- phase:mechanics:eigendeformation init -+>>>'
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@ -77,6 +78,12 @@ module subroutine eigendeformation_init(phases)
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phase => phases%get(ph)
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kinematics => phase%get('kinematics',defaultVal=emptyList)
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phase_Nkinematics(ph) = kinematics%length
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kinematics => phase%get('damage',defaultVal=emptyList)
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if(kinematics%length >0) then
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damage => kinematics%get(1)
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if(damage%get_asString('type') == 'anisobrittle') phase_Nkinematics(ph) = phase_Nkinematics(ph) +1
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if(damage%get_asString('type') == 'isoductile') phase_Nkinematics(ph) = phase_Nkinematics(ph) +1
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endif
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enddo
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allocate(phase_kinematics(maxval(phase_Nkinematics),phases%length), source = KINEMATICS_undefined_ID)
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@ -90,7 +97,6 @@ module subroutine eigendeformation_init(phases)
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end subroutine eigendeformation_init
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!--------------------------------------------------------------------------------------------------
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!> @brief checks if a kinematic mechanism is active or not
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!--------------------------------------------------------------------------------------------------
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@ -122,6 +128,38 @@ function kinematics_active(kinematics_label,kinematics_length) result(active_ki
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end function kinematics_active
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!--------------------------------------------------------------------------------------------------
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!> @brief checks if a kinematic mechanism is active or not
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!--------------------------------------------------------------------------------------------------
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function kinematics_active2(kinematics_label,kinematics_length) result(active_kinematics)
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character(len=*), intent(in) :: kinematics_label !< name of kinematic mechanism
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integer, intent(in) :: kinematics_length !< max. number of kinematics in system
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logical, dimension(:,:), allocatable :: active_kinematics
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class(tNode), pointer :: &
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phases, &
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phase, &
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kinematics, &
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kinematics_type
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integer :: p,k
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phases => config_material%get('phase')
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allocate(active_kinematics(kinematics_length,phases%length), source = .false. )
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do p = 1, phases%length
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phase => phases%get(p)
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kinematics => phase%get('damage',defaultVal=emptyList)
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do k = 1, kinematics%length
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kinematics_type => kinematics%get(k)
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if(kinematics_type%get_asString('type') == kinematics_label) active_kinematics(k,p) = .true.
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enddo
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enddo
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end function kinematics_active2
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!--------------------------------------------------------------------------------------------------
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!> @brief contains the constitutive equation for calculating the velocity gradient
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! ToDo: MD: S is Mi?
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@ -175,8 +213,10 @@ module subroutine phase_LiAndItsTangents(Li, dLi_dS, dLi_dFi, &
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KinematicsLoop: do k = 1, phase_Nkinematics(material_phaseAt(co,el))
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kinematicsType: select case (phase_kinematics(k,material_phaseAt(co,el)))
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case (KINEMATICS_cleavage_opening_ID) kinematicsType
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print*, 'clea'
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call kinematics_cleavage_opening_LiAndItsTangent(my_Li, my_dLi_dS, S, co, ip, el)
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case (KINEMATICS_slipplane_opening_ID) kinematicsType
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print*, 'slipp'
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call kinematics_slipplane_opening_LiAndItsTangent(my_Li, my_dLi_dS, S, co, ip, el)
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case (KINEMATICS_thermal_expansion_ID) kinematicsType
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me = material_phaseMemberAt(co,ip,el)
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@ -46,7 +46,7 @@ module function kinematics_cleavage_opening_init(kinematics_length) result(myKin
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print'(/,a)', ' <<<+- phase:mechanics:eigendeformation:cleavageopening init -+>>>'
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myKinematics = kinematics_active('cleavage_opening',kinematics_length)
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myKinematics = kinematics_active2('anisobrittle',kinematics_length)
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Ninstances = count(myKinematics)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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@ -59,7 +59,7 @@ module function kinematics_cleavage_opening_init(kinematics_length) result(myKin
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if(any(myKinematics(:,p))) kinematics_cleavage_opening_instance(p) = count(myKinematics(:,1:p))
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phase => phases%get(p)
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if(count(myKinematics(:,p)) == 0) cycle
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kinematics => phase%get('kinematics')
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kinematics => phase%get('damage')
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do k = 1, kinematics%length
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if(myKinematics(k,p)) then
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associate(prm => param(kinematics_cleavage_opening_instance(p)))
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@ -51,7 +51,7 @@ module function kinematics_slipplane_opening_init(kinematics_length) result(myKi
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print'(/,a)', ' <<<+- phase:mechanics:eigendeformation:slipplaneopening init -+>>>'
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myKinematics = kinematics_active('slipplane_opening',kinematics_length)
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myKinematics = kinematics_active2('isoductile',kinematics_length)
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Ninstances = count(myKinematics)
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print'(a,i2)', ' # instances: ',Ninstances; flush(IO_STDOUT)
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if(Ninstances == 0) return
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@ -66,7 +66,7 @@ module function kinematics_slipplane_opening_init(kinematics_length) result(myKi
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mech => phase%get('mechanics')
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pl => mech%get('plasticity')
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if(count(myKinematics(:,p)) == 0) cycle
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kinematics => phase%get('kinematics')
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kinematics => phase%get('damage')
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do k = 1, kinematics%length
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if(myKinematics(k,p)) then
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associate(prm => param(kinematics_slipplane_opening_instance(p)))
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