From 5d566f63fd5bbf5cc82dcab127c0282e4792cf6c Mon Sep 17 00:00:00 2001 From: Franz Roters Date: Tue, 16 Oct 2007 13:22:39 +0000 Subject: [PATCH] corrected plotv names of common blocks changed in marc2007r1, therfore we now have mpie_cpfem_marc2007r1.f90 and mpie_cpfem_marc2005r3.f90 --- ...fem_marc.f90 => mpie_cpfem_marc2005r3.f90} | 13 +- trunk/mpie_cpfem_marc2007r1.f90 | 277 ++++++++++++++++++ 2 files changed, 283 insertions(+), 7 deletions(-) rename trunk/{mpie_cpfem_marc.f90 => mpie_cpfem_marc2005r3.f90} (95%) create mode 100644 trunk/mpie_cpfem_marc2007r1.f90 diff --git a/trunk/mpie_cpfem_marc.f90 b/trunk/mpie_cpfem_marc2005r3.f90 similarity index 95% rename from trunk/mpie_cpfem_marc.f90 rename to trunk/mpie_cpfem_marc2005r3.f90 index 38be10a08..05cc2df5e 100644 --- a/trunk/mpie_cpfem_marc.f90 +++ b/trunk/mpie_cpfem_marc2005r3.f90 @@ -32,8 +32,7 @@ include "IO.f90" include "mesh.f90" include "crystal.f90" - !* use a dynamic link for choosing the constitutive file - include "constitutive_pheno.f90" + include "constitutive.f90" include "CPFEM.f90" ! SUBROUTINE hypela2(d,g,e,de,s,t,dt,ngens,n,nn,kcus,matus,ndi,& @@ -131,7 +130,7 @@ ! Beware of changes in newer Marc versions -- these are from 2005r3 ! concom is needed for inc, subinc, ncycle, lovl ! include 'concom' - common/marc_concom/ & + common/concom/ & iacous, iasmbl, iautth, ibear, icompl, iconj, icreep, ideva(50), idyn, idynt,& ielas, ielcma, ielect, iform, ifour, iharm, ihcps, iheat, iheatt, ihresp,& ijoule, ilem, ilnmom, iloren, inc, incext, incsub, ipass, iplres, ipois,& @@ -149,7 +148,7 @@ ishrink,ioffsflg,isetoff, iharmt, inc_incdat, iautspc,ibrake ! creeps is needed for timinc (time increment) ! include 'creeps' - common/marc_creeps/ & + common/creeps/ & cptim,timinc,timinc_p,timinc_s,timincm,timinc_a,timinc_b,creept(33),icptim,icfte,icfst,& icfeq,icftm,icetem,mcreep,jcreep,icpa,icftmp,icfstr,icfqcp,icfcpm,icrppr,icrcha,icpb,iicpmt,iicpa ! @@ -172,7 +171,7 @@ ! mpie_in intergration point number !******************************************************************** if ((lovl==6).or.(ncycle==0)) then - call CPFEM_general(ffn, ffn1, t(1), inc, incsub, ncycle, timinc, n(1), nn) + call CPFEM_general(ffn, ffn1, inc, incsub, ncycle, timinc, n(1), nn) endif ! return stress and jacobi ! Mandel: 11, 22, 33, 12, 23, 13 @@ -218,8 +217,8 @@ integer(pInt) m, nn, layer, ndi, nshear, jpltcd ! ! assign result variable - v=CPFEM_results(mod(jpltcd, CPFEM_Nresults+constitutive_maxNresults),& - int(jpltcd/(CPFEM_Nresults+constitutive_maxNresults)),& + v=CPFEM_results(mod(jpltcd-1_pInt, CPFEM_Nresults+constitutive_maxNresults)+1_pInt,& + (jpltcd-1_pInt)/(CPFEM_Nresults+constitutive_maxNresults)+1_pInt,& nn, mesh_FEasCP('elem', m)) return END SUBROUTINE diff --git a/trunk/mpie_cpfem_marc2007r1.f90 b/trunk/mpie_cpfem_marc2007r1.f90 new file mode 100644 index 000000000..999fbf7f7 --- /dev/null +++ b/trunk/mpie_cpfem_marc2007r1.f90 @@ -0,0 +1,277 @@ +!******************************************************************** +! Material subroutine for MSC.Marc Version 0.1 +! +! written by F. Roters, P. Eisenlohr, L. Hantcherli, W.A. Counts +! MPI fuer Eisenforschung, Duesseldorf +! +! last modified: 28.03.2007 +!******************************************************************** +! Usage: +! - choose material as hypela2 +! - set statevariable 2 to index of material +! - set statevariable 3 to index of texture +! - choose output of user variables if desired +! - make sure the file "mattex.mpie" exists in the working +! directory +! - use nonsymmetric option for solver (e.g. direct +! profile or multifrontal sparse, the latter seems +! to be faster!) +!******************************************************************** +! Marc subroutines used: +! - hypela2 +! - plotv +! - quit +!******************************************************************** +! Marc common blocks included: +! - concom: lovl, ncycle, inc, incsub +! - creeps: timinc +!******************************************************************** +! + include "prec.f90" + include "math.f90" + include "IO.f90" + include "mesh.f90" + include "crystal.f90" + include "constitutive.f90" + include "CPFEM.f90" +! + SUBROUTINE hypela2(d,g,e,de,s,t,dt,ngens,n,nn,kcus,matus,ndi,& + nshear,disp,dispt,coord,ffn,frotn,strechn,eigvn,ffn1,& + frotn1,strechn1,eigvn1,ncrd,itel,ndeg,ndm,& + nnode,jtype,lclass,ifr,ifu) +!******************************************************************** +! This is the Marc material routine +!******************************************************************** +! +! ************* user subroutine for defining material behavior ************** +! +! +! CAUTION : Due to calculation of the Deformation gradients, Stretch Tensors and +! Rotation tensors at previous and current states, the analysis can be +! computationally expensive. Please use the user subroutine -> hypela +! if these kinematic quantities are not needed in the constitutive model +! +! +! IMPORTANT NOTES : +! +! (1) F,R,U are only available for continuum and membrane elements (not for +! shells and beams). +! +! (2) For total Lagrangian formulation use the -> 'Elasticity,1' card(= +! total Lagrange with large disp) in the parameter section of input deck. +! For updated Lagrangian formulation use the -> 'Plasticity,3' card(= +! update+finite+large disp+constant d) in the parameter section of +! input deck. +! +! +! d stress strain law to be formed +! g change in stress due to temperature effects +! e total elastic strain +! de increment of strain +! s stress - should be updated by user +! t state variables (comes in at t=n, must be updated +! to have state variables at t=n+1) +! dt increment of state variables +! ngens size of stress - strain law +! n element number +! nn integration point number +! kcus(1) layer number +! kcus(2) internal layer number +! matus(1) user material identification number +! matus(2) internal material identification number +! ndi number of direct components +! nshear number of shear components +! disp incremental displacements +! dispt displacements at t=n (at assembly, lovl=4) and +! displacements at t=n+1 (at stress recovery, lovl=6) +! coord coordinates +! ncrd number of coordinates +! ndeg number of degrees of freedom +! itel dimension of F and R, either 2 or 3 +! nnode number of nodes per element +! jtype element type +! lclass element class +! ifr set to 1 if R has been calculated +! ifu set to 1 if strech has been calculated +! +! at t=n : +! +! ffn deformation gradient +! frotn rotation tensor +! strechn square of principal stretch ratios, lambda(i) +! eigvn(i,j) i principal direction components for j eigenvalues +! +! at t=n+1 : +! +! ffn1 deformation gradient +! frotn1 rotation tensor +! strechn1 square of principal stretch ratios, lambda(i) +! eigvn1(i,j) i principal direction components for j eigenvalues +! +! The following operation obtains U (stretch tensor) at t=n+1 : +! +! call scla(un1,0.d0,itel,itel,1) +! do 3 k=1,3 +! do 2 i=1,3 +! do 1 j=1,3 +! un1(i,j)=un1(i,j)+dsqrt(strechn1(k))*eigvn1(i,k)*eigvn1(j,k) +!1 continue +!2 continue +!3 continue +! +! + use prec, only: pReal,pInt + use math, only: invnrmMandel, nrmMandel + use mesh, only: mesh_FEasCP + use CPFEM, only: CPFEM_general,CPFEM_stress_all, CPFEM_jaco_old + implicit real(pReal) (a-h,o-z) +! +! Marc common blocks are in fixed format so they have to be pasted in here +! Beware of changes in newer Marc versions -- these are from 2005r3 +! concom is needed for inc, subinc, ncycle, lovl +! include 'concom' + common/marc_concom/ & + iacous, iasmbl, iautth, ibear, icompl, iconj, icreep, ideva(50), idyn, idynt,& + ielas, ielcma, ielect, iform, ifour, iharm, ihcps, iheat, iheatt, ihresp,& + ijoule, ilem, ilnmom, iloren, inc, incext, incsub, ipass, iplres, ipois,& + ipoist, irpflo, ismall, ismalt, isoil, ispect, ispnow, istore, iswep, ithcrp,& + itherm, iupblg, iupdat, jacflg, jel, jparks, largst, lfond, loadup, loaduq,& + lodcor, lovl, lsub, magnet, ncycle, newtnt, newton, noshr, linear, ivscpl,& + icrpim, iradrt, ipshft, itshr, iangin, iupmdr, iconjf, jincfl, jpermg, jhour,& + isolvr, jritz, jtable, jshell, jdoubl, jform, jcentr, imini, kautth, iautof,& + ibukty, iassum, icnstd, icnstt, kmakmas, imethvp,iradrte,iradrtp, iupdate,iupdatp,& + ncycnt, marmen ,idynme, ihavca, ispf, kmini, imixed, largtt, kdoela, iautofg,& + ipshftp,idntrc, ipore, jtablm, jtablc, isnecma,itrnspo,imsdif, jtrnspo,mcnear,& + imech, imecht, ielcmat, ielectt,magnett, imsdift,noplas, jtabls, jactch, jtablth,& + kgmsto ,jpzo, ifricsh, iremkin,iremfor, ishearp,jspf, machining, jlshell,icompsol,& + iupblgfo,jcondir,nstcrp, nactive,ipassref, nstspnt,ibeart,icheckmpc, noline, icuring,& + ishrink,ioffsflg,isetoff, ioffsetm,iharmt, inc_incdat,iautspc,ibrake, icbush ,istream_input,& + iprsinp,ivlsinp,ifirst_time,ipin_m,jgnstr_glb, imarc_return,iqvcinp,nqvceid,istpnx,imicro1 + +! creeps is needed for timinc (time increment) +! include 'creeps' + common/marc_creeps/ & + cptim,timinc,timinc_p,timinc_s,timincm,timinc_a,timinc_b,creept(33),icptim,icfte,icfst,& + icfeq,icftm,icetem,mcreep,jcreep,icpa,icftmp,icfstr,icfqcp,icfcpm,icrppr,icrcha,icpb,iicpmt,iicpa +! + integer(pInt) cp_en, i +! + dimension e(*),de(*),t(*),dt(*),g(*),d(ngens,*),s(*), n(2),coord(ncrd,*),disp(ndeg,*),matus(2),dispt(ndeg,*),ffn(itel,*),& + frotn(itel,*),strechn(itel),eigvn(itel,*),ffn1(itel,*),frotn1(itel,*),strechn1(itel),eigvn1(itel,*),kcus(2) +! +! call general material routine only in cycle 0 and for lovl==6 (stress recovery) + +! subroutine cpfem_general(mpie_ffn, mpie_ffn1, mpie_cn, mpie_tinc, mpie_enp, mpie_in) +!******************************************************************** +! This routine calculates the material behaviour +!******************************************************************** +! mpie_ffn deformation gradient for t=t0 +! mpie_ffn1 deformation gradient for t=t1 +! mpie_cn number of cycle +! mpie_tinc time increment +! mpie_en element number +! mpie_in intergration point number +!******************************************************************** + if ((lovl==6).or.(ncycle==0)) then + call CPFEM_general(ffn, ffn1, inc, incsub, ncycle, timinc, n(1), nn) + endif +! return stress and jacobi +! Mandel: 11, 22, 33, 12, 23, 13 +! Marc: 11, 22, 33, 12, 23, 13 + cp_en = mesh_FEasCP('elem', n(1)) + s(1:ngens)=invnrmMandel(1:ngens)*CPFEM_stress_all(1:ngens, nn, cp_en) + d(1:ngens,1:ngens)=CPFEM_jaco_old(1:ngens,1:ngens, nn, cp_en) + forall(i=1:ngens) d(1:ngens,i)=d(1:ngens,i)*invnrmMandel(1:ngens) + return + + END SUBROUTINE +! +! + SUBROUTINE plotv(v,s,sp,etot,eplas,ecreep,t,m,nn,layer,ndi,nshear,jpltcd) +!******************************************************************** +! This routine sets user defined output variables for Marc +!******************************************************************** +! +! select a variable contour plotting (user subroutine). +! +! v variable +! s (idss) stress array +! sp stresses in preferred direction +! etot total strain (generalized) +! eplas total plastic strain +! ecreep total creep strain +! t current temperature +! m element number +! nn integration point number +! layer layer number +! ndi (3) number of direct stress components +! nshear (3) number of shear stress components +! +!******************************************************************** + use prec, only: pReal,pInt + use CPFEM, only: CPFEM_results, CPFEM_Nresults + use constitutive, only: constitutive_maxNresults + use mesh, only: mesh_FEasCP + implicit none +! + real(pReal) s(*),etot(*),eplas(*),ecreep(*),sp(*) + real(pReal) v, t(*) + integer(pInt) m, nn, layer, ndi, nshear, jpltcd +! +! assign result variable + v=CPFEM_results(mod(jpltcd-1_pInt, CPFEM_Nresults+constitutive_maxNresults)+1_pInt,& + (jpltcd-1_pInt)/(CPFEM_Nresults+constitutive_maxNresults)+1_pInt,& + nn, mesh_FEasCP('elem', m)) + return + END SUBROUTINE +! +! +! subroutine utimestep(timestep,timestepold,icall,time,timeloadcase) +!******************************************************************** +! This routine modifies the addaptive time step of Marc +!******************************************************************** +! use prec, only: pReal,pInt +! use CPFEM, only : CPFEM_timefactor_max +! implicit none +! +! real(pReal) timestep, timestepold, time,timeloadcase +! integer(pInt) icall +! +! user subroutine for modifying the time step in auto step +! +! timestep : the current time step as suggested by marc +! to be modified in this routine +! timestepold : the current time step before it was modified by marc +! icall : =1 for setting the initial time step +! =2 if this routine is called during an increment +! =3 if this routine is called at the beginning +! of the increment +! time : time at the start of the current increment +! timeloadcase: time period of the current load case +! +! it is in general not recommended to increase the time step +! during the increment. +! this routine is called right after the time step has (possibly) +! been updated by marc. +! +! user coding +! reduce timestep during increment in case mpie_timefactor is too large +! if(icall==2_pInt) then +! if(mpie_timefactor_max>1.25_pReal) then +! timestep=min(timestep,timestepold*0.8_pReal) +! end if +! return +! modify timestep at beginning of new increment +! else if(icall==3_pInt) then +! if(mpie_timefactor_max<=0.8_pReal) then +! timestep=min(timestep,timestepold*1.25_pReal) +! else if (mpie_timefactor_max<=1.0_pReal) then +! timestep=min(timestep,timestepold/mpie_timefactor_max) +! else if (mpie_timefactor_max<=1.25_pReal) then +! timestep=min(timestep,timestepold*1.01_pReal) +! else +! timestep=min(timestep,timestepold*0.8_pReal) +! end if +! end if +! return +! end