one loop is enough

src/constitutive_mech.f90

@@ -3,6 +3,13 @@
 !----------------------------------------------------------------------------------------------------
 submodule(constitutive) constitutive_mech
 
+  enum, bind(c); enumerator :: &
+    ELASTICITY_UNDEFINED_ID, &
+    ELASTICITY_HOOKE_ID, &
+    STIFFNESS_DEGRADATION_UNDEFINED_ID, &
+    STIFFNESS_DEGRADATION_DAMAGE_ID
+  end enum
+  
   integer(kind(ELASTICITY_undefined_ID)), dimension(:),   allocatable :: &
     phase_elasticity                                                                                !< elasticity of each phase
   integer(kind(SOURCE_undefined_ID)),     dimension(:,:), allocatable :: &

src/homogenization.f90

@@ -164,11 +164,13 @@ subroutine materialpoint_stressAndItsTangent(dt)
   integer :: ce
 
 
-!--------------------------------------------------------------------------------------------------
+
-! initialize restoration points
+!$OMP PARALLEL DO PRIVATE(ce,myNgrains,NiterationMPstate,NiterationHomog)
   do el = FEsolving_execElem(1),FEsolving_execElem(2)
     do ip = FEsolving_execIP(1),FEsolving_execIP(2);
 
+!--------------------------------------------------------------------------------------------------
+! initialize restoration points
       call constitutive_initializeRestorationPoints(ip,el)
 
       subFrac(ip,el) = 0.0_pReal
@@ -183,19 +185,12 @@ subroutine materialpoint_stressAndItsTangent(dt)
       if (damageState(material_homogenizationAt(el))%sizeState > 0) &
           damageState(material_homogenizationAt(el))%subState0(:,material_homogenizationMemberAt(ip,el)) = &
           damageState(material_homogenizationAt(el))%State0(   :,material_homogenizationMemberAt(ip,el))
-    enddo
-  enddo
 
   NiterationHomog = 0
 
-  cutBackLooping: do while (.not. terminallyIll .and. &
+  cutBackLooping: do while (.not. terminallyIll .and. subStep(ip,el) > num%subStepMinHomog)
-       any(subStep(FEsolving_execIP(1):FEsolving_execIP(2),&
-                   FEsolving_execElem(1):FEsolving_execElem(2)) > num%subStepMinHomog))
 
-    !$OMP PARALLEL DO PRIVATE(ce,myNgrains,NiterationMPstate)
-    elementLooping1: do el = FEsolving_execElem(1),FEsolving_execElem(2)
       myNgrains = homogenization_Nconstituents(material_homogenizationAt(el))
-      IpLooping1: do ip = FEsolving_execIP(1),FEsolving_execIP(2)
 
         if (converged(ip,el)) then
           subFrac(ip,el) = subFrac(ip,el) + subStep(ip,el)
@@ -283,14 +278,16 @@ subroutine materialpoint_stressAndItsTangent(dt)
           endif
 
         enddo convergenceLooping
-      enddo IpLooping1
+
-    enddo elementLooping1
-    !$OMP END PARALLEL DO
 
     NiterationHomog = NiterationHomog + 1
 
   enddo cutBackLooping
 
+        enddo
+    enddo
+    !$OMP END PARALLEL DO
+
   if (.not. terminallyIll ) then
     call crystallite_orientations()                                                                 ! calculate crystal orientations
     !$OMP PARALLEL DO

src/homogenization_mech.f90

@@ -5,12 +5,6 @@
 submodule(homogenization) homogenization_mech
 
 
-  enum, bind(c); enumerator :: &
-    ELASTICITY_UNDEFINED_ID, &
-    ELASTICITY_HOOKE_ID, &
-    STIFFNESS_DEGRADATION_UNDEFINED_ID, &
-    STIFFNESS_DEGRADATION_DAMAGE_ID
-  end enum
   interface
 
     module subroutine mech_none_init