Merge branch 'fortran-fix' into 'development'
Fortran fix See merge request damask/DAMASK!356
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06a5531031
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@ -287,20 +287,17 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
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.and. NiterationMPstate < num%nMPstate)
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NiterationMPstate = NiterationMPstate + 1
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call mechanical_partition(homogenization_F(1:3,1:3,ce),ce)
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converged = .true.
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do co = 1, myNgrains
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converged = converged .and. crystallite_stress(dt,co,ip,el)
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enddo
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if (.not. doneAndHappy(1)) then
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call mechanical_partition(homogenization_F(1:3,1:3,ce),ce)
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converged = .true.
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do co = 1, myNgrains
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converged = converged .and. crystallite_stress(dt,co,ip,el)
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enddo
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if (.not. converged) then
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doneAndHappy = [.true.,.false.]
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else
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doneAndHappy = mechanical_updateState(dt,homogenization_F(1:3,1:3,ce),ce)
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converged = all(doneAndHappy)
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endif
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if (converged) then
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doneAndHappy = mechanical_updateState(dt,homogenization_F(1:3,1:3,ce),ce)
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converged = all(doneAndHappy)
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else
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doneAndHappy = [.true.,.false.]
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endif
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enddo convergenceLooping
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@ -561,7 +561,7 @@ function integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el) result(broken)
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cycle LpLoop
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endif
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calculateJacobiLi: if (mod(jacoCounterLp, num%iJacoLpresiduum) == 0) then
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calculateJacobiLp: if (mod(jacoCounterLp, num%iJacoLpresiduum) == 0) then
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jacoCounterLp = jacoCounterLp + 1
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do o=1,3; do p=1,3
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@ -573,7 +573,7 @@ function integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el) result(broken)
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call dgesv(9,1,dRLp_dLp,9,devNull_9,temp_9,9,ierr) ! solve dRLp/dLp * delta Lp = -res for delta Lp
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if (ierr /= 0) return ! error
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deltaLp = - math_9to33(temp_9)
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endif calculateJacobiLi
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endif calculateJacobiLp
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Lpguess = Lpguess &
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+ deltaLp * steplengthLp
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@ -601,7 +601,7 @@ function integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el) result(broken)
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cycle LiLoop
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endif
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calculateJacobiLp: if (mod(jacoCounterLi, num%iJacoLpresiduum) == 0) then
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calculateJacobiLi: if (mod(jacoCounterLi, num%iJacoLpresiduum) == 0) then
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jacoCounterLi = jacoCounterLi + 1
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temp_33 = matmul(matmul(A,B),invFi_current)
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@ -620,7 +620,7 @@ function integrateStress(F,subFp0,subFi0,Delta_t,co,ip,el) result(broken)
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call dgesv(9,1,dRLi_dLi,9,devNull_9,temp_9,9,ierr) ! solve dRLi/dLp * delta Li = -res for delta Li
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if (ierr /= 0) return ! error
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deltaLi = - math_9to33(temp_9)
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endif calculateJacobiLp
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endif calculateJacobiLi
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Liguess = Liguess &
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+ deltaLi * steplengthLi
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