renaming of abaqus to _std and adding of VUMAT interface for explicit.
This commit is contained in:
Philip Eisenlohr
parent
af06e8e58f
commit
e1a25e0f73
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!* $Id: mpie_cpfem_abaqus.f 431 2009-10-13 06:55:15Z MPIE\f.roters $
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!********************************************************************
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! Material subroutine for Abaqus
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!
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! written by P. Eisenlohr,
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! F. Roters,
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! K. Janssens
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!
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! MPI fuer Eisenforschung, Duesseldorf
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! PSI, Switzerland
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!
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! REMARK: change compile command to include the switch
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! "-free" in "abaqus_v6.env"
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!
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!********************************************************************
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MODULE cpfem_interface
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character(len=64), parameter :: FEsolver = 'Abaqus'
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CONTAINS
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subroutine mpie_cpfem_init ()
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!$OMP CRITICAL (write2out)
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write(6,*)
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write(6,*) '<<<+- mpie_cpfem_abaqus_exp init -+>>>'
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write(6,*) '$Id: mpie_cpfem_abaqus.f 431 2009-10-13 06:55:15Z MPIE\f.roters $'
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write(6,*)
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call flush(6)
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!$OMP END CRITICAL (write2out)
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return
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end subroutine
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END MODULE
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include "prec.f90" ! uses nothing else
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include "IO.f90" ! uses prec
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include "numerics.f90" ! uses prec, IO
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include "math.f90" ! uses prec, numerics
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include "debug.f90" ! uses prec, numerics
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include "FEsolving.f90" ! uses prec, IO
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include "mesh.f90" ! uses prec, math, IO, FEsolving
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include "material.f90" ! uses prec, math, IO, mesh
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include "lattice.f90" ! uses prec, math, IO, material
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include "constitutive_phenopowerlaw.f90" ! uses prec, math, IO, latt ice, material, debug
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include "constitutive_j2.f90" ! uses prec, math, IO, latt ice, material, debug
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include "constitutive_dislotwin.f90" ! uses prec, math, IO, latt ice, material, debug
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include "constitutive_nonlocal.f90" ! uses prec, math, IO, latt ice, material, debug
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include "constitutive.f90" ! uses prec, IO, math, lattice, mesh, debug
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include "crystallite.f90" ! uses prec, math, IO, numerics
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include "homogenization_isostrain.f90" ! uses prec, math, IO,
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include "homogenization_RGC.f90" ! uses prec, math, IO, numerics, mesh: added <<<updated 31.07.2009>>>
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include "homogenization.f90" ! uses prec, math, IO, numerics
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include "CPFEM.f90" ! uses prec, math, IO, numerics, debug, FEsolving, mesh, lattice, constitutive, crystallite
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subroutine vumat (jblock, ndir, nshr, nstatev, nfieldv, nprops, lanneal, &
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stepTime, totalTime, dt, cmname, coordMp, charLength, &
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props, density, strainInc, relSpinInc, &
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tempOld, stretchOld, defgradOld, fieldOld, &
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stressOld, stateOld, enerInternOld, enerInelasOld, &
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tempNew, stretchNew, defgradNew, fieldNew, &
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stressNew, stateNew, enerInternNew, enerInelasNew )
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include 'vaba_param.inc'
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dimension jblock(*), props(nprops), density(*), coordMp(*), &
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charLength(*), strainInc(*), &
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relSpinInc(*), tempOld(*), &
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stretchOld(*), &
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defgradOld(*), &
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fieldOld(*), stressOld(*), &
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stateOld(*), enerInternOld(*), &
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enerInelasOld(*), tempNew(*), &
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stretchNew(*), &
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defgradNew(*), &
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fieldNew(*), &
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stressNew(*), stateNew(*), &
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enerInternNew(*), enerInelasNew(*)
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character*80 cmname
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call vumatXtrArg ( jblock(1), &
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ndir, nshr, nstatev, nfieldv, nprops, lanneal, &
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stepTime, totalTime, dt, cmname, coordMp, charLength, &
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props, density, strainInc, relSpinInc, &
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tempOld, stretchOld, defgradOld, fieldOld, &
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stressOld, stateOld, enerInternOld, enerInelasOld, &
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tempNew, stretchNew, defgradNew, fieldNew, &
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stressNew, stateNew, enerInternNew, enerInelasNew, &
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jblock(5), jblock(2))
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return
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end subroutine
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subroutine vumatXtrArg (nblock, ndir, nshr, nstatev, nfieldv, nprops, lanneal, &
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stepTime, totalTime, dt, cmname, coordMp, charLength, &
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props, density, strainInc, relSpinInc, &
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tempOld, stretchOld, defgradOld, fieldOld, &
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stressOld, stateOld, enerInternOld, enerInelasOld, &
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tempNew, stretchNew, defgradNew, fieldNew, &
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stressNew, stateNew, enerInternNew, enerInelasNew, &
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nElement, nMatPoint)
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use prec, only: pReal, &
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pInt
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use FEsolving, only: cycleCounter, &
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theTime, &
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outdatedByNewInc, &
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outdatedFFN1, &
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terminallyIll, &
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symmetricSolver
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use math, only: invnrmMandel
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use debug, only: debug_info, &
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debug_reset
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use mesh, only: mesh_FEasCP
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use CPFEM, only: CPFEM_general,CPFEM_init_done
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use homogenization, only: materialpoint_sizeResults, materialpoint_results
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include 'vaba_param.inc' ! Abaqus exp initializes a first step in single prec. for this a two-step compilation is used.
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! symbolic linking switches between .._sp.inc and .._dp.inc for both consecutive compilations...
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dimension props(nprops), density(nblock), &
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strainInc(nblock,ndir+nshr), &
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relSpinInc(nblock,nshr), defgradOld(nblock,ndir+nshr+nshr), &
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stressOld(nblock,ndir+nshr), &
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stateOld(nblock,nstatev), enerInternOld(nblock), &
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enerInelasOld(nblock), tempNew(nblock), tempOld(nblock), &
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stretchNew(nblock,ndir+nshr), defgradNew(nblock,ndir+nshr+nshr), &
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stressNew(nblock,ndir+nshr)
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dimension enerInelasNew(nblock),stateNew(nblock,nstatev),enerInternNew(nblock)
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dimension nElement(nblock),nMatPoint(nblock)
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character*80 cmname
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! local variables
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real(pReal), dimension(3,3) :: defgrd0,defgrd1
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real(pReal), dimension(6) :: stress
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real(pReal), dimension(6,6) :: ddsdde
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real(pReal) temp, timeInc
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integer(pInt) computationMode, n, i
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do n = 1,nblock ! loop over vector of IPs
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if ( .not. CPFEM_init_done ) then
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outdatedByNewInc = .false.
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!$OMP CRITICAL (write2out)
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write(6,'(i6,x,i2,x,a)') nElement(n),nMatPoint(n),'first call special case..!'; call flush(6)
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!$OMP END CRITICAL (write2out)
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else if (theTime < totalTime) then ! reached convergence
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outdatedByNewInc = .true.
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!$OMP CRITICAL (write2out)
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write (6,'(i6,x,i2,x,a)') nElement(n),nMatPoint(n),'lastIncConverged + outdated'; call flush(6)
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!$OMP END CRITICAL (write2out)
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endif
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outdatedFFN1 = .false.
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terminallyIll = .false.
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cycleCounter = 1
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if ( outdatedByNewInc ) then
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outdatedByNewInc = .false.
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call debug_info() ! first after new inc reports debugging
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call debug_reset() ! resets debugging
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computationMode = 8 ! calc and age results with implicit collection
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else
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computationMode = 9 ! plain calc with implicit collection
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endif
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theTime = totalTime ! record current starting time
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!$OMP CRITICAL (write2out)
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write(6,'(a16,x,i2,x,a,i5,x,i5,a)') 'computationMode',computationMode,'(',nElement(n),nMatPoint(n),')'; call flush(6)
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!$OMP END CRITICAL (write2out)
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defgrd0 = 0.0_pReal
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defgrd1 = 0.0_pReal
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temp = tempOld(n)
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timeInc = dt
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! ABAQUS explicit: deformation gradient as vector 11, 22, 33, 12, 23, 31, 21, 32, 13
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! ABAQUS explicit: deformation gradient as vector 11, 22, 33, 12, 21
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forall (i=1:ndir)
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defgrd0(i,i) = defgradOld(n,i)
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defgrd1(i,i) = defgradNew(n,i)
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end forall
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if (nshr == 1) then
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defgrd0(1,2) = defgradOld(n,4)
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defgrd1(1,2) = defgradNew(n,4)
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defgrd0(2,1) = defgradOld(n,5)
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defgrd1(2,1) = defgradNew(n,5)
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else
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defgrd0(1,2) = defgradOld(n,4)
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defgrd1(1,2) = defgradNew(n,4)
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defgrd0(1,3) = defgradOld(n,9)
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defgrd1(1,3) = defgradNew(n,9)
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defgrd0(2,1) = defgradOld(n,7)
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defgrd1(2,1) = defgradNew(n,7)
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defgrd0(2,3) = defgradOld(n,5)
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defgrd1(2,3) = defgradNew(n,5)
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defgrd0(3,1) = defgradOld(n,6)
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defgrd1(3,1) = defgradNew(n,6)
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defgrd0(3,2) = defgradOld(n,8)
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defgrd1(3,2) = defgradNew(n,8)
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endif
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call CPFEM_general(computationMode,defgrd0,defgrd1,temp,timeInc,nElement(n),nMatPoint(n),stress,ddsdde)
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! Mandel: 11, 22, 33, SQRT(2)*12, SQRT(2)*23, SQRT(2)*13
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! straight: 11, 22, 33, 12, 23, 13
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! ABAQUS implicit: 11, 22, 33, 12, 13, 23
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! ABAQUS explicit: 11, 22, 33, 12, 23, 13
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! ABAQUS explicit: 11, 22, 33, 12
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stressNew(n,1:ndir+nshr) = stress(1:ndir+nshr)*invnrmMandel(1:ndir+nshr)
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stateNew(n,:) = materialpoint_results(1:min(nstatev,materialpoint_sizeResults),nMatPoint(n),mesh_FEasCP('elem', nElement(n)))
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tempNew(n) = temp
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enddo
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return
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end subroutine
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!********************************************************************
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! This subroutine replaces the corresponding Marc subroutine
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!********************************************************************
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subroutine quit(mpie_error)
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use prec, only: pReal, &
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pInt
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implicit none
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integer(pInt) mpie_error
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call xit
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end subroutine
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@ -123,19 +123,21 @@ subroutine UMAT(STRESS,STATEV,DDSDDE,SSE,SPD,SCD,&
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outdatedByNewInc = .true.
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outdatedByNewInc = .true.
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terminallyIll = .false.
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terminallyIll = .false.
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cycleCounter = 0
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cycleCounter = 0
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!$OMP CRITICAL (write2out)
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write (6,'(i6,x,i2,x,a)') noel,npt,'lastIncConverged + outdated'; call flush(6)
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!$OMP END CRITICAL (write2out)
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endif
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if ( dtime < theDelta ) then ! cutBack
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!$OMP CRITICAL (write2out)
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write (6,'(i6,x,i2,x,a)') noel,npt,'lastIncConverged + outdated'; call flush(6)
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!$OMP END CRITICAL (write2out)
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else if ( dtime < theDelta ) then ! or check for cutBack
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calcMode = .true. ! pretend last step was calculation
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calcMode = .true. ! pretend last step was calculation
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cutBack = .true.
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cutBack = .true.
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terminallyIll = .false.
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terminallyIll = .false.
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cycleCounter = 0
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cycleCounter = 0
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!$OMP CRITICAL (write2out)
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!$OMP CRITICAL (write2out)
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write(6,'(i6,x,i2,x,a)') noel,npt,'cutback detected..!'; call flush(6)
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write(6,'(i6,x,i2,x,a)') noel,npt,'cutback detected..!'; call flush(6)
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!$OMP END CRITICAL (write2out)
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!$OMP END CRITICAL (write2out)
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endif
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endif
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calcMode(npt,cp_en) = .not. calcMode(npt,cp_en) ! ping pong (calc <--> collect)
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calcMode(npt,cp_en) = .not. calcMode(npt,cp_en) ! ping pong (calc <--> collect)
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@ -176,24 +178,27 @@ subroutine UMAT(STRESS,STATEV,DDSDDE,SSE,SPD,SCD,&
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write(6,'(a16,x,i2,x,a,i5,a,i5,x,i5,a)') 'computationMode',computationMode,'(',cp_en,':',noel,npt,')'; call flush(6)
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write(6,'(a16,x,i2,x,a,i5,a,i5,x,i5,a)') 'computationMode',computationMode,'(',cp_en,':',noel,npt,')'; call flush(6)
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!$OMP END CRITICAL (write2out)
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!$OMP END CRITICAL (write2out)
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call CPFEM_general(computationMode,dfgrd0,dfgrd1,temp,dtime,noel,npt,stress,ddsdde,ntens)
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call CPFEM_general(computationMode,dfgrd0,dfgrd1,temp,dtime,noel,npt,stress_h,ddsdde_h)
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! Mandel: 11, 22, 33, SQRT(2)*12, SQRT(2)*23, SQRT(2)*13
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! Mandel: 11, 22, 33, SQRT(2)*12, SQRT(2)*23, SQRT(2)*13
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! straight: 11, 22, 33, 12, 23, 13
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! straight: 11, 22, 33, 12, 23, 13
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forall(i=1:ntens) ddsdde(1:ntens,i) = invnrmMandel(i)*ddsdde(1:ntens,i)*invnrmMandel(1:ntens)
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! ABAQUS explicit: 11, 22, 33, 12, 23, 13
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stress(1:ntens) = stress(1:ntens)*invnrmMandel(1:ntens)
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! ABAQUS implicit: 11, 22, 33, 12, 13, 23
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! ABAQUS implicit: 11, 22, 33, 12
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forall(i=1:ntens) ddsdde(1:ntens,i) = invnrmMandel(i)*ddsdde_h(1:ntens,i)*invnrmMandel(1:ntens)
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stress(1:ntens) = stress_h(1:ntens)*invnrmMandel(1:ntens)
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if(symmetricSolver) ddsdde(1:ntens,1:ntens) = 0.5_pReal*(ddsdde(1:ntens,1:ntens) + transpose(ddsdde(1:ntens,1:ntens)))
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if(symmetricSolver) ddsdde(1:ntens,1:ntens) = 0.5_pReal*(ddsdde(1:ntens,1:ntens) + transpose(ddsdde(1:ntens,1:ntens)))
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! ABAQUS: 11, 22, 33, 12, 13, 23
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if(ntens == 6) then
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if(ntens == 6) then
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stress_h=stress
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stress_h = stress
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stress(5)=stress_h(6)
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stress(5) = stress_h(6)
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stress(6)=stress_h(5)
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stress(6) = stress_h(5)
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ddsdde_h=ddsdde
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ddsdde_h = ddsdde
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ddsdde(:,5)=ddsdde_h(:,6)
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ddsdde(:,5) = ddsdde_h(:,6)
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ddsdde(:,6)=ddsdde_h(:,5)
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ddsdde(:,6) = ddsdde_h(:,5)
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ddsdde_h=ddsdde
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ddsdde_h = ddsdde
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ddsdde(5,:)=ddsdde_h(6,:)
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ddsdde(5,:) = ddsdde_h(6,:)
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ddsdde(6,:)=ddsdde_h(5,:)
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ddsdde(6,:) = ddsdde_h(5,:)
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end if
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end if
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statev = materialpoint_results(1:min(nstatv,materialpoint_sizeResults),npt,mesh_FEasCP('elem', noel))
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statev = materialpoint_results(1:min(nstatv,materialpoint_sizeResults),npt,mesh_FEasCP('elem', noel))
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Reference in New Issue