descriptive names

src/CPFEM.f90

@@ -190,9 +190,9 @@ subroutine CPFEM_general(mode, ffn, ffn1, temperature_inp, dt, elFE, ip, cauchyS
 
     else validCalculation
       if (debugCPFEM%extensive)  print'(a,i8,1x,i2)', '<< CPFEM >> calculation for elFE ip ',elFE,ip
-      call materialpoint_stressAndItsTangent(dt,[ip,ip],[elCP,elCP])
+      call homogenization_mechanical_response(dt,[ip,ip],[elCP,elCP])
       if (.not. terminallyIll) &
-        call materialpoint_stressAndItsTangent2(dt,[ip,ip],[elCP,elCP])
+        call homogenization_mechanical_response2(dt,[ip,ip],[elCP,elCP])
 
 
       terminalIllness: if (terminallyIll) then

src/grid/grid_mech_FEM.f90

@@ -261,7 +261,7 @@ subroutine grid_mechanical_FEM_init
     F         = spread(spread(spread(math_I3,3,grid(1)),4,grid(2)),5,grid3)
   endif restartRead
 
-  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for materialpoint_stressAndItsTangent
+  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for homogenization_mechanical_response
   call utilities_updateCoords(F)
   call utilities_constitutiveResponse(P_current,P_av,C_volAvg,devNull, &                            ! stress field, stress avg, global average of stiffness and (min+max)/2
                                       F, &                                                          ! target F

src/grid/grid_mech_spectral_basic.f90

@@ -211,7 +211,7 @@ subroutine grid_mechanical_spectral_basic_init
     F = reshape(F_lastInc,[9,grid(1),grid(2),grid3])
   endif restartRead
 
-  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for materialpoint_stressAndItsTangent
+  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for homogenization_mechanical_response
   call utilities_updateCoords(reshape(F,shape(F_lastInc)))
   call utilities_constitutiveResponse(P,P_av,C_volAvg,C_minMaxAvg, &                                ! stress field, stress avg, global average of stiffness and (min+max)/2
                                       reshape(F,shape(F_lastInc)), &                                ! target F

src/grid/grid_mech_spectral_polarisation.f90

@@ -237,7 +237,7 @@ subroutine grid_mechanical_spectral_polarisation_init
     F_tau_lastInc = 2.0_pReal*F_lastInc
   endif restartRead
 
-  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for materialpoint_stressAndItsTangent
+  homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3])                            ! set starting condition for homogenization_mechanical_response
   call utilities_updateCoords(reshape(F,shape(F_lastInc)))
   call utilities_constitutiveResponse(P,P_av,C_volAvg,C_minMaxAvg, &                                ! stress field, stress avg, global average of stiffness and (min+max)/2
                                       reshape(F,shape(F_lastInc)), &                                ! target F

src/grid/spectral_utilities.f90

@@ -815,11 +815,11 @@ subroutine utilities_constitutiveResponse(P,P_av,C_volAvg,C_minmaxAvg,&
 
   homogenization_F  = reshape(F,[3,3,product(grid(1:2))*grid3])                                     ! set materialpoint target F to estimated field
 
-  call materialpoint_stressAndItsTangent(timeinc,[1,1],[1,product(grid(1:2))*grid3])                ! calculate P field
+  call homogenization_mechanical_response(timeinc,[1,1],[1,product(grid(1:2))*grid3])               ! calculate P field
   if (.not. terminallyIll) &
-    call materialpoint_stressAndItsTangent3(timeinc,[1,1],[1,product(grid(1:2))*grid3])
+    call homogenization_thermal_response(timeinc,[1,1],[1,product(grid(1:2))*grid3])
   if (.not. terminallyIll) &
-    call materialpoint_stressAndItsTangent2(timeinc,[1,1],[1,product(grid(1:2))*grid3])
+    call homogenization_mechanical_response2(timeinc,[1,1],[1,product(grid(1:2))*grid3])
 
   P = reshape(homogenization_P, [3,3,grid(1),grid(2),grid3])
   P_av = sum(sum(sum(P,dim=5),dim=4),dim=3) * wgt

src/homogenization.f90

@@ -101,8 +101,8 @@ module homogenization
       integer,     intent(in) :: ce
     end subroutine damage_partition
 
-    module subroutine mechanical_homogenize(dt,ce)
+    module subroutine mechanical_homogenize(Delta_t,ce)
-     real(pReal), intent(in) :: dt
+     real(pReal), intent(in) :: Delta_t
      integer, intent(in) :: &
        ce                                                                                           !< cell
     end subroutine mechanical_homogenize
@@ -178,9 +178,9 @@ module homogenization
 
   public ::  &
     homogenization_init, &
-    materialpoint_stressAndItsTangent, &
+    homogenization_mechanical_response, &
-    materialpoint_stressAndItsTangent2, &
+    homogenization_mechanical_response2, &
-    materialpoint_stressAndItsTangent3, &
+    homogenization_thermal_response, &
     homogenization_mu_T, &
     homogenization_K_T, &
     homogenization_f_T, &
@@ -231,15 +231,15 @@ end subroutine homogenization_init
 !--------------------------------------------------------------------------------------------------
 !> @brief
 !--------------------------------------------------------------------------------------------------
-subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execElem)
+subroutine homogenization_mechanical_response(Delta_t,FEsolving_execIP,FEsolving_execElem)
 
-  real(pReal), intent(in) :: dt                                                                     !< time increment
+  real(pReal), intent(in) :: Delta_t                                                                     !< time increment
   integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
   integer :: &
     NiterationMPstate, &
     ip, &                                                                                            !< integration point number
     el, &                                                                                            !< element number
-    co, ce, ho, en, ph
+    co, ce, ho, en
   logical :: &
     converged
   logical, dimension(2) :: &
@@ -268,13 +268,10 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
         NiterationMPstate = NiterationMPstate + 1
 
         call mechanical_partition(homogenization_F(1:3,1:3,ce),ce)
-        converged = .true.
+        converged = all([(phase_mechanical_constitutive(Delta_t,co,ip,el),co=1,homogenization_Nconstituents(ho))])
-        do co = 1, homogenization_Nconstituents(ho)
-          converged = converged .and. phase_mechanical_constitutive(dt,co,ip,el)
-        enddo
 
         if (converged) then
-          doneAndHappy = mechanical_updateState(dt,homogenization_F(1:3,1:3,ce),ce)
+          doneAndHappy = mechanical_updateState(Delta_t,homogenization_F(1:3,1:3,ce),ce)
           converged = all(doneAndHappy)
         else
           doneAndHappy = [.true.,.false.]
@@ -282,34 +279,30 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
 
       enddo convergenceLooping
       if (.not. converged) then
-        if (.not. terminallyIll) print*, ' Integration point ', ip,' at element ', el, ' terminally ill'
+        if (.not. terminallyIll) print*, ' Cell ', ce, ' terminally ill'
         terminallyIll = .true.
       endif
     enddo
   enddo
   !$OMP END PARALLEL DO
 
-end subroutine materialpoint_stressAndItsTangent
+end subroutine homogenization_mechanical_response
 
 
 !--------------------------------------------------------------------------------------------------
 !> @brief
 !--------------------------------------------------------------------------------------------------
-subroutine materialpoint_stressAndItsTangent3(dt,FEsolving_execIP,FEsolving_execElem)
+subroutine homogenization_thermal_response(Delta_t,FEsolving_execIP,FEsolving_execElem)
 
-  real(pReal), intent(in) :: dt                                                                     !< time increment
+  real(pReal), intent(in) :: Delta_t                                                                !< time increment
   integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
   integer :: &
-    NiterationMPstate, &
+    ip, &                                                                                           !< integration point number
-    ip, &                                                                                            !< integration point number
+    el, &                                                                                           !< element number
-    el, &                                                                                            !< element number
+    co, ce, ho
-    co, ce, ho, en, ph
-  logical :: &
-    converged
-  logical, dimension(2) :: &
-    doneAndHappy
 
-  !$OMP PARALLEL DO PRIVATE(ho,ph,ce)
+
+  !$OMP PARALLEL DO PRIVATE(ho,ce)
   do el = FEsolving_execElem(1),FEsolving_execElem(2)
     if (terminallyIll) continue
     do ip = FEsolving_execIP(1),FEsolving_execIP(2)
@@ -317,36 +310,29 @@ subroutine materialpoint_stressAndItsTangent3(dt,FEsolving_execIP,FEsolving_exec
       ho = material_homogenizationID(ce)
       call thermal_partition(ce)
       do co = 1, homogenization_Nconstituents(ho)
-        ph = material_phaseID(co,ce)
+        if (.not. phase_thermal_constitutive(Delta_t,material_phaseID(co,ce),material_phaseEntry(co,ce))) then
-        if (.not. phase_thermal_constitutive(dt,ph,material_phaseMemberAt(co,ip,el))) then
+          if (.not. terminallyIll) print*, ' Cell ', ce, ' terminally ill'
-          if (.not. terminallyIll) &                                                              ! so first signals terminally ill...
+          terminallyIll = .true.
-            print*, ' Integration point ', ip,' at element ', el, ' terminally ill'
-          terminallyIll = .true.                                                                  ! ...and kills all others
         endif
       enddo
     enddo
   enddo
   !$OMP END PARALLEL DO
 
-end subroutine materialpoint_stressAndItsTangent3
+end subroutine homogenization_thermal_response
 
 
 !--------------------------------------------------------------------------------------------------
 !> @brief
 !--------------------------------------------------------------------------------------------------
-subroutine materialpoint_stressAndItsTangent2(dt,FEsolving_execIP,FEsolving_execElem)
+subroutine homogenization_mechanical_response2(Delta_t,FEsolving_execIP,FEsolving_execElem)
 
-  real(pReal), intent(in) :: dt                                                                     !< time increment
+  real(pReal), intent(in) :: Delta_t                                                                !< time increment
   integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
   integer :: &
-    NiterationMPstate, &
+    ip, &                                                                                           !< integration point number
-    ip, &                                                                                            !< integration point number
+    el, &                                                                                           !< element number
-    el, &                                                                                            !< element number
+    co, ce, ho
-    co, ce, ho, en, ph
-  logical :: &
-    converged
-  logical, dimension(2) :: &
-    doneAndHappy
 
 
   !$OMP PARALLEL DO PRIVATE(ho,ce)
@@ -357,13 +343,13 @@ subroutine materialpoint_stressAndItsTangent2(dt,FEsolving_execIP,FEsolving_exec
       do co = 1, homogenization_Nconstituents(ho)
         call crystallite_orientations(co,ip,el)
       enddo
-      call mechanical_homogenize(dt,ce)
+      call mechanical_homogenize(Delta_t,ce)
     enddo IpLooping3
   enddo elementLooping3
   !$OMP END PARALLEL DO
 
 
-end subroutine materialpoint_stressAndItsTangent2
+end subroutine homogenization_mechanical_response2
 
 
 !--------------------------------------------------------------------------------------------------

src/homogenization_mechanical.f90

@@ -123,21 +123,21 @@ end subroutine mechanical_partition
 !--------------------------------------------------------------------------------------------------
 !> @brief Average P and dPdF from the individual constituents.
 !--------------------------------------------------------------------------------------------------
-module subroutine mechanical_homogenize(dt,ce)
+module subroutine mechanical_homogenize(Delta_t,ce)
 
-  real(pReal), intent(in) :: dt
+  real(pReal), intent(in) :: Delta_t
   integer, intent(in) :: ce
 
   integer :: co
 
 
   homogenization_P(1:3,1:3,ce)            = phase_P(1,ce)
-  homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = phase_mechanical_dPdF(dt,1,ce)
+  homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = phase_mechanical_dPdF(Delta_t,1,ce)
   do co = 2, homogenization_Nconstituents(material_homogenizationID(ce))
     homogenization_P(1:3,1:3,ce)            = homogenization_P(1:3,1:3,ce) &
                                             + phase_P(co,ce)
     homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = homogenization_dPdF(1:3,1:3,1:3,1:3,ce) &
-                                            + phase_mechanical_dPdF(dt,co,ce)
+                                            + phase_mechanical_dPdF(Delta_t,co,ce)
   enddo
 
   homogenization_P(1:3,1:3,ce)            = homogenization_P(1:3,1:3,ce) &

src/mesh/FEM_utilities.f90

@@ -162,9 +162,9 @@ subroutine utilities_constitutiveResponse(timeinc,P_av,forwardData)
 
   print'(/,a)', ' ... evaluating constitutive response ......................................'
 
-  call materialpoint_stressAndItsTangent(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems])                ! calculate P field
+  call homogenization_mechanical_response(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems])                ! calculate P field
   if (.not. terminallyIll) &
-    call materialpoint_stressAndItsTangent2(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems])
+    call homogenization_mechanical_response2(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems])
   cutBack = .false.
 
   P_av = sum(homogenization_P,dim=3) * wgt

src/phase.f90

@@ -113,8 +113,8 @@ module phase
     end subroutine damage_restore
 
 
-    module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
+    module function phase_mechanical_dPdF(Delta_t,co,ce) result(dPdF)
-      real(pReal), intent(in) :: dt
+      real(pReal), intent(in) :: Delta_t
       integer, intent(in) :: &
         co, &                                                                                       !< counter in constituent loop
         ce
@@ -221,21 +221,21 @@ module phase
 
     end function phase_thermal_constitutive
 
-    module function integrateDamageState(dt,co,ce) result(broken)
+    module function integrateDamageState(Delta_t,co,ce) result(broken)
-      real(pReal), intent(in) :: dt
+      real(pReal), intent(in) :: Delta_t
       integer, intent(in) :: &
         ce, &
         co
       logical :: broken
     end function integrateDamageState
 
-    module function phase_mechanical_constitutive(dt,co,ip,el) result(converged_)
+    module function phase_mechanical_constitutive(Delta_t,co,ip,el) result(converged_)
-      real(pReal), intent(in) :: dt
+      real(pReal), intent(in) :: Delta_t
       integer, intent(in) :: co, ip, el
       logical :: converged_
     end function phase_mechanical_constitutive
 
-    !ToDo: Try to merge the all stiffness functions
+    !ToDo: Merge all the stiffness functions
     module function phase_homogenizedC(ph,en) result(C)
       integer, intent(in) :: ph, en
       real(pReal), dimension(6,6) :: C

src/phase_damage.f90

@@ -197,9 +197,9 @@ end function phase_f_phi
 !> @brief integrate stress, state with adaptive 1st order explicit Euler method
 !> using Fixed Point Iteration to adapt the stepsize
 !--------------------------------------------------------------------------------------------------
-module function integrateDamageState(dt,co,ce) result(broken)
+module function integrateDamageState(Delta_t,co,ce) result(broken)
 
-  real(pReal), intent(in) :: dt
+  real(pReal), intent(in) :: Delta_t
   integer, intent(in) :: &
     ce, &
     co
@@ -230,10 +230,10 @@ module function integrateDamageState(dt,co,ce) result(broken)
   broken = phase_damage_collectDotState(ph,me)
   if(broken) return
 
-    size_so = damageState(ph)%sizeDotState
+  size_so = damageState(ph)%sizeDotState
-    damageState(ph)%state(1:size_so,me) = damageState(ph)%state0  (1:size_so,me) &
+  damageState(ph)%state(1:size_so,me) = damageState(ph)%state0  (1:size_so,me) &
-                                        + damageState(ph)%dotState(1:size_so,me) * dt
+                                      + damageState(ph)%dotState(1:size_so,me) * Delta_t
-    source_dotState(1:size_so,2) = 0.0_pReal
+  source_dotState(1:size_so,2) = 0.0_pReal
 
   iteration: do NiterationState = 1, num%nState
 
@@ -249,7 +249,7 @@ module function integrateDamageState(dt,co,ce) result(broken)
                                      + source_dotState(1:size_so,1)* (1.0_pReal - zeta)
       r(1:size_so) = damageState(ph)%state   (1:size_so,me)  &
                    - damageState(ph)%State0  (1:size_so,me)  &
-                   - damageState(ph)%dotState(1:size_so,me) * dt
+                   - damageState(ph)%dotState(1:size_so,me) * Delta_t
       damageState(ph)%state(1:size_so,me) = damageState(ph)%state(1:size_so,me) - r(1:size_so)
       converged_ = converged_  .and. converged(r(1:size_so), &
                                                damageState(ph)%state(1:size_so,me), &

src/phase_damage_anisobrittle.f90

@@ -40,7 +40,7 @@ module function anisobrittle_init() result(mySources)
     phase, &
     sources, &
     src
-  integer :: Nmembers,p
+  integer :: Nmembers,ph
   integer, dimension(:), allocatable :: N_cl
   character(len=pStringLen) :: extmsg = ''
 
@@ -56,12 +56,12 @@ module function anisobrittle_init() result(mySources)
   allocate(param(phases%length))
 
 
-  do p = 1, phases%length
+  do ph = 1, phases%length
-    if(mySources(p)) then
+    if(mySources(ph)) then
-      phase => phases%get(p)
+      phase => phases%get(ph)
       sources => phase%get('damage')
 
-      associate(prm  => param(p))
+      associate(prm  => param(ph))
         src => sources%get(1)
 
         N_cl = src%get_as1dInt('N_cl',defaultVal=emptyIntArray)
@@ -92,10 +92,10 @@ module function anisobrittle_init() result(mySources)
         if (any(prm%g_crit <  0.0_pReal)) extmsg = trim(extmsg)//' g_crit'
         if (any(prm%s_crit <  0.0_pReal)) extmsg = trim(extmsg)//' s_crit'
 
-        Nmembers = count(material_phaseID==p)
+        Nmembers = count(material_phaseID==ph)
-        call phase_allocateState(damageState(p),Nmembers,1,1,0)
+        call phase_allocateState(damageState(ph),Nmembers,1,1,0)
-        damageState(p)%atol = src%get_asFloat('atol_phi',defaultVal=1.0e-9_pReal)
+        damageState(ph)%atol = src%get_asFloat('atol_phi',defaultVal=1.0e-9_pReal)
-        if(any(damageState(p)%atol < 0.0_pReal)) extmsg = trim(extmsg)//' atol_phi'
+        if(any(damageState(ph)%atol < 0.0_pReal)) extmsg = trim(extmsg)//' atol_phi'
 
       end associate
 

src/phase_mechanical.f90

@@ -44,9 +44,9 @@ submodule(phase) mechanical
 
   interface
 
-    module subroutine eigendeformation_init(phases)
+    module subroutine eigen_init(phases)
       class(tNode), pointer :: phases
-    end subroutine eigendeformation_init
+    end subroutine eigen_init
 
     module subroutine elastic_init(phases)
       class(tNode), pointer :: phases
@@ -302,7 +302,7 @@ module subroutine mechanical_init(materials,phases)
   end select
 
 
-  call eigendeformation_init(phases)
+  call eigen_init(phases)
 
 
 end subroutine mechanical_init
@@ -976,9 +976,9 @@ end subroutine mechanical_forward
 !--------------------------------------------------------------------------------------------------
 !> @brief calculate stress (P)
 !--------------------------------------------------------------------------------------------------
-module function phase_mechanical_constitutive(dt,co,ip,el) result(converged_)
+module function phase_mechanical_constitutive(Delta_t,co,ip,el) result(converged_)
 
-  real(pReal), intent(in) :: dt
+  real(pReal), intent(in) :: Delta_t
   integer, intent(in) :: &
     co, &
     ip, &
@@ -1054,12 +1054,12 @@ module function phase_mechanical_constitutive(dt,co,ip,el) result(converged_)
     if (todo) then
       subF = subF0 &
            + subStep * (phase_mechanical_F(ph)%data(1:3,1:3,en) - phase_mechanical_F0(ph)%data(1:3,1:3,en))
-      converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * dt,co,ip,el)
+      converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * Delta_t,co,ip,el)
     endif
 
   enddo cutbackLooping
 
-  converged_ = converged_ .and. .not. integrateDamageState(dt,co,(el-1)*discretization_nIPs + ip)
+  converged_ = converged_ .and. .not. integrateDamageState(Delta_t,co,(el-1)*discretization_nIPs + ip)
 
 end function phase_mechanical_constitutive
 
@@ -1094,12 +1094,13 @@ module subroutine mechanical_restore(ce,includeL)
 
 end subroutine mechanical_restore
 
+
 !--------------------------------------------------------------------------------------------------
 !> @brief Calculate tangent (dPdF).
 !--------------------------------------------------------------------------------------------------
-module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
+module function phase_mechanical_dPdF(Delta_t,co,ce) result(dPdF)
 
-  real(pReal), intent(in) :: dt
+  real(pReal), intent(in) :: Delta_t
   integer, intent(in) :: &
     co, &                                                                                            !< counter in constituent loop
     ce
@@ -1149,11 +1150,11 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
     lhs_3333 = 0.0_pReal; rhs_3333 = 0.0_pReal
     do o=1,3; do p=1,3
       lhs_3333(1:3,1:3,o,p) = lhs_3333(1:3,1:3,o,p) &
-                            + matmul(invSubFi0,dLidFi(1:3,1:3,o,p)) * dt
+                            + matmul(invSubFi0,dLidFi(1:3,1:3,o,p)) * Delta_t
       lhs_3333(1:3,o,1:3,p) = lhs_3333(1:3,o,1:3,p) &
                             + invFi*invFi(p,o)
       rhs_3333(1:3,1:3,o,p) = rhs_3333(1:3,1:3,o,p) &
-                            - matmul(invSubFi0,dLidS(1:3,1:3,o,p)) * dt
+                            - matmul(invSubFi0,dLidS(1:3,1:3,o,p)) * Delta_t
     enddo; enddo
     call math_invert(temp_99,error,math_3333to99(lhs_3333))
     if (error) then
@@ -1182,7 +1183,7 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
     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 &
+  lhs_3333 = math_mul3333xx3333(dSdFe,temp_3333) * Delta_t &
            + math_mul3333xx3333(dSdFi,dFidS)
 
   call math_invert(temp_99,error,math_eye(9)+math_3333to99(lhs_3333))
@@ -1198,7 +1199,7 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
 ! 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
+    dFpinvdF(1:3,1:3,p,o) = - matmul(invSubFp0, matmul(temp_3333(1:3,1:3,p,o),invFi)) * Delta_t
   enddo; enddo
 
 !--------------------------------------------------------------------------------------------------

src/phase_mechanical_eigen.f90

@@ -32,7 +32,7 @@ submodule(phase:mechanical) eigen
 contains
 
 
-module subroutine eigendeformation_init(phases)
+module subroutine eigen_init(phases)
 
   class(tNode), pointer :: &
     phases
@@ -68,7 +68,7 @@ module subroutine eigendeformation_init(phases)
   where(damage_anisobrittle_init())  model_damage = KINEMATICS_cleavage_opening_ID
 
 
-end subroutine eigendeformation_init
+end subroutine eigen_init
 
 
 !--------------------------------------------------------------------------------------------------