when using yield stop criteria, if rotation of the load frame is specified, the output results in .yield and .stressstrain files are also rotated
This commit is contained in:
parent
d81870dc57
commit
190a2baf9f
|
@ -1105,6 +1105,7 @@ subroutine utilities_calcPlasticity(yieldStress, plasticStrain, eqStress, eqTota
|
|||
|
||||
F_av = sum(sum(sum(crystallite_subF,dim=5),dim=4),dim=3) * wgtm
|
||||
call MPI_Allreduce(MPI_IN_PLACE,F_av,9,MPI_DOUBLE,MPI_SUM,PETSC_COMM_WORLD,ierr)
|
||||
F_av = math_rotate_forward33(F_av,rotation_BC)
|
||||
|
||||
cauchy = 1.0/math_det33(F_av)*math_mul33x33(P_av,transpose(F_av))
|
||||
yieldStress = cauchy
|
||||
|
@ -1143,7 +1144,8 @@ subroutine utilities_calcPlasticity(yieldStress, plasticStrain, eqStress, eqTota
|
|||
|
||||
do k = 1_pInt, mesh_NcpElems; do j = 1_pInt, mesh_maxNips; do i = 1_pInt,homogenization_maxNgrains
|
||||
Fe(1:3,1:3,i,j,k) = crystallite_Fe(1:3,1:3,i,j,k)
|
||||
Be(1:3,1:3,i,j,k) = math_mul33x33(Fe(1:3,1:3,i,j,k),math_transpose33(Fe(1:3,1:3,i,j,k))) ! plastic part of left Cauchy–Green deformation tensor
|
||||
Fe(1:3,1:3,i,j,k) = math_rotate_forward33(Fe(1:3,1:3,i,j,k),rotation_BC)
|
||||
Be(1:3,1:3,i,j,k) = math_mul33x33(Fe(1:3,1:3,i,j,k),math_transpose33(Fe(1:3,1:3,i,j,k))) ! elastic part of left Cauchy–Green deformation tensor
|
||||
Ve(1:3,1:3,i,j,k) = math_eigenvectorBasisSym33_log(Be(1:3,1:3,i,j,k))
|
||||
enddo; enddo; enddo
|
||||
|
||||
|
|
Loading…
Reference in New Issue