added interface routine for Marc2008r1
this includes two files: concom_f90 and creeps_f90 so you either create links of that name to the new files concom2008r1 and creeps2008r1 or rename copies of those files accordingly
This commit is contained in:
Franz Roters
parent
fa7cf61fd9
commit
1a5a68c87a
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! reformated to free format
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!***********************************************************************
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!
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! File: concom.cmn
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!
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! MSC.Marc include file
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!
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integer(pInt) &
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iacous, iasmbl, iautth, ibear, icompl, iconj, icreep, ideva, idyn, idynt,&
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ielas, ielcma, ielect, iform, ifour, iharm, ihcps, iheat, iheatt, ihresp,&
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ijoule, ilem, ilnmom, iloren, inc, incext, incsub, ipass, iplres, ipois,&
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ipoist, irpflo, ismall, ismalt, isoil, ispect, ispnow, istore, iswep, ithcrp,&
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itherm, iupblg, iupdat, jacflg, jel, jparks, largst, lfond, loadup, loaduq,&
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lodcor, lovl, lsub, magnet, ncycle, newtnt, newton, noshr, linear, ivscpl,&
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icrpim, iradrt, ipshft, itshr, iangin, iupmdr, iconjf, jincfl, jpermg, jhour,&
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isolvr, jritz, jtable, jshell, jdoubl, jform, jcentr, imini, kautth, iautof,&
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ibukty, iassum, icnstd, icnstt, kmakmas, imethvp,iradrte,iradrtp, iupdate,iupdatp,&
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ncycnt, marmen ,idynme, ihavca, ispf, kmini, imixed, largtt, kdoela, iautofg,&
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ipshftp,idntrc, ipore, jtablm, jtablc, isnecma,itrnspo,imsdif, jtrnspo,mcnear,&
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imech, imecht, ielcmat, ielectt,magnett, imsdift,noplas, jtabls, jactch, jtablth,&
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kgmsto ,jpzo, ifricsh, iremkin,iremfor, ishearp,jspf, machining, jlshell,icompsol,&
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iupblgfo,jcondir,nstcrp, nactive,ipassref, nstspnt,ibeart,icheckmpc, noline, icuring,&
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ishrink,ioffsflg,isetoff, ioffsetm,iharmt, inc_incdat,iautspc,ibrake, icbush ,istream_input,&
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iprsinp,ivlsinp,ifirst_time,ipin_m,jgnstr_glb,imarc_return,iqvcinp,nqvceid,istpnx,imicro1,&
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iaxisymm,jbreakglue,iglstif,jfastasm,iwear, iwearcf, imixmeth,ielcmadyn,idinout,igena_meth
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integer(pInt) num_concom
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parameter(num_concom=219)
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common/marc_concom/&
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iacous, iasmbl, iautth, ibear, icompl, iconj, icreep, ideva(50), idyn, idynt,&
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ielas, ielcma, ielect, iform, ifour, iharm, ihcps, iheat, iheatt, ihresp,&
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ijoule, ilem, ilnmom, iloren, inc, incext, incsub, ipass, iplres, ipois,&
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ipoist, irpflo, ismall, ismalt, isoil, ispect, ispnow, istore, iswep, ithcrp,&
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itherm, iupblg, iupdat, jacflg, jel, jparks, largst, lfond, loadup, loaduq,&
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lodcor, lovl, lsub, magnet, ncycle, newtnt, newton, noshr, linear, ivscpl,&
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icrpim, iradrt, ipshft, itshr, iangin, iupmdr, iconjf, jincfl, jpermg, jhour,&
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isolvr, jritz, jtable, jshell, jdoubl, jform, jcentr, imini, kautth, iautof,&
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ibukty, iassum, icnstd, icnstt, kmakmas, imethvp,iradrte,iradrtp, iupdate,iupdatp,&
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ncycnt, marmen ,idynme, ihavca, ispf, kmini, imixed, largtt, kdoela, iautofg,&
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ipshftp,idntrc, ipore, jtablm, jtablc, isnecma,itrnspo,imsdif, jtrnspo,mcnear,&
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imech, imecht, ielcmat, ielectt,magnett, imsdift,noplas, jtabls, jactch, jtablth,&
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kgmsto ,jpzo, ifricsh, iremkin,iremfor, ishearp,jspf, machining, jlshell,icompsol,&
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iupblgfo,jcondir,nstcrp, nactive,ipassref, nstspnt,ibeart,icheckmpc, noline, icuring,&
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ishrink,ioffsflg,isetoff, ioffsetm,iharmt, inc_incdat,iautspc,ibrake, icbush ,istream_input,&
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iprsinp,ivlsinp,ifirst_time,ipin_m,jgnstr_glb,imarc_return,iqvcinp,nqvceid,istpnx,imicro1,&
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iaxisymm,jbreakglue,iglstif,jfastasm,iwear, iwearcf, imixmeth, ielcmadyn,idinout,igena_meth
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!
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! comments of variables:
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!
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! ideva(50) - debug print out flag
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! 1 print element stiffness matrices, mass matrix
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! 2 output matrices used in tying
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! 3 force the solution of a nonpositive definite matrix
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! 4 print info of connections to each node
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! 5 info of gap convergence, internal heat generated, contact
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! touching and separation
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! 6 nodal value array during rezoning
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! 7 tying info in CONRAD GAP option, fluid element numbers in
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! CHANNEL option
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! 8 output incremental displacements in local coord. system
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! 9 latent heat output
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! 10 stress-strain in local coord. system
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! 11 additional info on interlaminar stress
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! 12 output right hand side and solution vector
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! 13 info of CPU resources used and memory available on NT
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! 14 info of mesh adaption process, 2D outline information
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! info of penetration checking for remeshing
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! save .fem files after afmesh3d meshing
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! 15 surface energy balance flag
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! 16 print info regarding pyrolysis
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! 17 print info of "streamline topology"
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! 18 print mesh data changes after remeshing
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! 19 print material flow stress data read in from *.mat file
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! if unit flag is on, print out flow stress after conversion
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! 20 print information on table input
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! 21 print out information regarding kinematic boundary conditions
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! 22 print out information regarding dist loads, point loads, film
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! and foundations
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! 23 print out information about automatic domain decomposition
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! 24 print out iteration information in SuperForm status report file
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! 25 print out information for ablation
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! 26 print out information for films - Table input
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! 27 print out the tying forces
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! 28 print out for CASI solver, convection,
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! 29 DDM single file debug printout
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! 30 print out cavity debug info
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! 31 print out welding related info
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! 32 prints categorized DDM memory usage
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! 33 print out the cutting info regarding machining feature
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! 34 print out the list of quantities which can be defined via a table
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! and for each quantity the supported independent variables
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! 35 print out detailed coupling region info
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! 36 print out solver debug info level 1 (Least Detailed)
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! 37 print out solver debug info level 1 (Medium Detailed)
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! 38 print out solver debug info level 1 (Very Detailed)
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! 39 print detailed memory allocation info
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! 40 print out marc-adams debug info
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! 41 output rezone mapping post file for debugging
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! 42 output post file after calling oprofos() for debugging
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! 43 debug printout for vcct
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! 44 debug printout for progressive failure
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! 45 print out automatically generated midside node coordinates (arecrd)
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! 46 print out message about routine and location, where the ibort is raised (ibort_inc)
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! 47 print out summary message of element variables on a
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! group-basis after all the automatic changes have been
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! made (em_ellibp)
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! 48 Automatically generate check results based on max and min vals.
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! These vals are stored in the checkr file, which is inserted
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! into the *dat file by the generate_check_results script from /marc/tools
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! 49 Automatically generate check results based on the real calculated values
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! at the sppecified check result locations.
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! These vals are stored in the checkr file, which is inserted
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! into the *dat file by the update_check_results script from /marc/tools
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!
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!
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! jactch = 1 or 2 if elements are activated or deactivated
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! = 3 if elements are adaptively remeshed or rezoned
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! = 0 normally / reset to 0 when assembly is done
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! ifricsh = 0 call to fricsh in otest not needed
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! = 1 call to fricsh (nodal friction) in otest needed
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! iremkin = 0 remove deactivated kinematic boundary conditions
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! immediately - only in new input format (this is default)
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! = 1 remove deactivated kinematic boundary conditions
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! gradually - only in new input format
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! iremfor = 0 remove force boundary conditions immediately -
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! only in new input format (this is default)
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! = 1 remove force boundary conditions gradually -
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! only in new input format (this is default)
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! ishearp set to 1 if shear panel elements are present in the model
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!
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! jspf = 0 not in spf loadcase
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! > 0 in spf loadcase (jspf=1 during first increment)
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! machining = 1 if the metal cutting feature is used, for memory allocation purpose
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! = 0 (default) if no metal cutting feature required
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!
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! jlshell = 1 if there is a shell element in the mesh
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! icompsol = 1 if there is a composite solid element in the mesh
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! iupblgfo = 1 if follower force for point loads
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! jcondir = 1 if contact priority option is used
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! nstcrp = 0 (default) steady state creep flag (undocumented feature.
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! if not 0, turns off special ncycle = 0 code in radial.f)
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! nactive = number of active passes, if =1 then it's not a coupled analysis
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! ipassref = reference ipass, if not in a multiphysics pass ipass=ipassref
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! icheckmpc = value of mpc-check parameter option
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! noline = set to 1 in osolty if no line seacrh should be done in ogetst
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! icuring = set to 1 if the curing is included for the heat transfer analysis.
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! ishrink = set to 1 if shrinkage strain is included for mechancial analysis.
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! ioffsflg = 1 for small displacement beam/shell offsets
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! = 2 for large displacement beam/shell offsets
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! isetoff = 0 - do not apply beam/shell offsets
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! = 1 - apply beam/shell offsets
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! ioffsetm = min. value of offset flag
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! inc_incdat = flag to record increment number of a new loadcase in incdat.f
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! iautspc = flag for AutoSPC option
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! ibrake = brake squeal in this increment
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! icbush = set to 1 if cbush elements present in model
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! istream_input = set to 1 for streaming input calling Marc as library
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! iprsinp = set to 1 if pressure input, introduced so other variables
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! such as h could be a function of pressure
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! ivlsinp = set to 1 if velocity input, introduced so other variables
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! such as h could be a function of velocity
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! ipin_m = # of beam element with PIN flag
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! jgnstr_glb = global control over pre or fast integrated composite shells
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! imarc_return = Marc return flag for streaming input control
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! iqvcimp = if non-zero, then the number of QVECT boundary conditions
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! nqvceid = number of QVECT boundary conditions, where emisivity/absorbtion id entered
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! istpnx = 1 if to stop at end of increment
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! imicro1 = 1 if micro1 interface is used
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! iaxisymm = set to 1 if axisymmetric analysis
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! jbreakglue = set to 1 if breaking glued option is used
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! iglstif = 1 if ddm and global stiffness matrix formed (sgi solver 6 or solver9)
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! jfastasm = 1 do fast assembly using SuperForm code
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! iwear = set to 1 if wear model, set to 2 if wear model and coordinates updated
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! iwearcf = set to 1 to store nodal coefficient of friction for wear calculation
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! imixmeth = set=1 then use nonlinear mixture material - allocate memory
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! ielcmadyn = flag for magnetodynamics
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! 0 - electromagnetics using newmark beta
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! 1 - transient magnetics using backward euler
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! idinout = flag to control if inside out elements should be deactivated
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! igena_meth = 0 - generalized alpha parameters depend on whether or not contact
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! is flagged (dynamic,7)
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! 10 - generalized alpha parameters are optimized for a contact
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! analysis (dynamic,8)
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! 11 - generalized alpha parameters are optimized for an analysis
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! without contact (dynamic,8)
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!
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!***********************************************************************
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@ -0,0 +1,28 @@
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! reformated to free format
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!***********************************************************************
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!
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! File: creeps.cmn
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!
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! MSC.Marc include file
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!
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real(pReal) cptim,timinc,timinc_p,timinc_s,timincm,timinc_a,timinc_b,creept
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integer(pInt) icptim,icfte,icfst,icfeq,icftm,icetem,mcreep,jcreep,icpa,icftmp,icfstr,&
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icfqcp,icfcpm,icrppr,icrcha,icpb,iicpmt,iicpa
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real(pReal) time_beg_lcase,time_beg_inc,fractol,time_beg_pst
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!
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integer num_creepsr,num_creepsi,num_creeps2r
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parameter(num_creepsr=40)
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parameter(num_creepsi=18)
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parameter(num_creeps2r=4)
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common/marc_creeps/cptim,timinc,timinc_p,timinc_s,timincm,timinc_a,timinc_b,creept(33),icptim,icfte,icfst,&
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icfeq,icftm,icetem,mcreep,jcreep,icpa,icftmp,icfstr,icfqcp,icfcpm,icrppr,icrcha,icpb,iicpmt,iicpa
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common/marc_creeps2/time_beg_lcase,time_beg_inc,fractol,time_beg_pst
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!
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! time_beg_lcase time at the beginning of the current load case
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! time_beg_inc time at the beginning of the current increment
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! fractol fraction of loadcase or increment time when we
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! consider it to be finished
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! time_beg_pst time corresponding to first increment to be
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! read in from thermal post file for auto step
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!
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!***********************************************************************
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!********************************************************************
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! Material subroutine for MSC.Marc Version 0.1
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!
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! written by F. Roters, P. Eisenlohr, L. Hantcherli, W.A. Counts
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! MPI fuer Eisenforschung, Duesseldorf
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!
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! last modified: 28.10.2008
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!********************************************************************
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! Usage:
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! - choose material as hypela2
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! - set statevariable 2 to index of material
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! - set statevariable 3 to index of texture
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! - choose output of user variables if desired
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! - make sure the file "mattex.mpie" exists in the working
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! directory
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! - use nonsymmetric option for solver (e.g. direct
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! profile or multifrontal sparse, the latter seems
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! to be faster!)
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! - in case of ddm a symmetric solver has to be used
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!********************************************************************
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! Marc subroutines used:
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! - hypela2
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! - plotv
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! - quit
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!********************************************************************
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! Marc common blocks included:
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! - concom: lovl, ncycle, inc, incsub
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! - creeps: timinc
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!********************************************************************
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!
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include "prec.f90" ! uses nothing else
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include "debug.f90" ! uses prec
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include "math.f90" ! uses prec
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include "IO.f90" ! uses prec, debug, math
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include "FEsolving.f90" ! uses prec, IO
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include "mesh.f90" ! uses prec, IO, math, FEsolving
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include "lattice.f90" ! uses prec, math
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include "constitutive.f90" ! uses prec, IO, math, lattice, mesh, debug
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include "crystallite.f90" ! uses prec, debug, constitutive, mesh, math, IO
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include "CPFEM.f90" ! uses prec, math, mesh, constitutive, FEsolving, debug, lattice, IO, crystallite
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!
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!
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SUBROUTINE hypela2(d,g,e,de,s,t,dt,ngens,n,nn,kcus,matus,ndi,&
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nshear,disp,dispt,coord,ffn,frotn,strechn,eigvn,ffn1,&
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frotn1,strechn1,eigvn1,ncrd,itel,ndeg,ndm,&
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nnode,jtype,lclass,ifr,ifu)
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!********************************************************************
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! This is the Marc material routine
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!********************************************************************
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!
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! ************* user subroutine for defining material behavior **************
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!
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!
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! CAUTION : Due to calculation of the Deformation gradients, Stretch Tensors and
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! Rotation tensors at previous and current states, the analysis can be
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! computationally expensive. Please use the user subroutine -> hypela
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! if these kinematic quantities are not needed in the constitutive model
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!
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!
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! IMPORTANT NOTES :
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!
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! (1) F,R,U are only available for continuum and membrane elements (not for
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! shells and beams).
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!
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! (2) For total Lagrangian formulation use the -> 'Elasticity,1' card(=
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! total Lagrange with large disp) in the parameter section of input deck.
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! For updated Lagrangian formulation use the -> 'Plasticity,3' card(=
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! update+finite+large disp+constant d) in the parameter section of
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! input deck.
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!
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!
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! d stress strain law to be formed
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! g change in stress due to temperature effects
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! e total elastic strain
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! de increment of strain
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! s stress - should be updated by user
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! t state variables (comes in at t=n, must be updated
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! to have state variables at t=n+1)
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! dt increment of state variables
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! ngens size of stress - strain law
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! n element number
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! nn integration point number
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! kcus(1) layer number
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! kcus(2) internal layer number
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! matus(1) user material identification number
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! matus(2) internal material identification number
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! ndi number of direct components
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! nshear number of shear components
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! disp incremental displacements
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! dispt displacements at t=n (at assembly, lovl=4) and
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! displacements at t=n+1 (at stress recovery, lovl=6)
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! coord coordinates
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! ncrd number of coordinates
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! ndeg number of degrees of freedom
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! itel dimension of F and R, either 2 or 3
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! nnode number of nodes per element
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! jtype element type
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! lclass element class
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! ifr set to 1 if R has been calculated
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! ifu set to 1 if strech has been calculated
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!
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! at t=n :
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!
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! ffn deformation gradient
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! frotn rotation tensor
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! strechn square of principal stretch ratios, lambda(i)
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! eigvn(i,j) i principal direction components for j eigenvalues
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!
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! at t=n+1 :
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!
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! ffn1 deformation gradient
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! frotn1 rotation tensor
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! strechn1 square of principal stretch ratios, lambda(i)
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! eigvn1(i,j) i principal direction components for j eigenvalues
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!
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! The following operation obtains U (stretch tensor) at t=n+1 :
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!
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! call scla(un1,0.d0,itel,itel,1)
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! do 3 k=1,3
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! do 2 i=1,3
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! do 1 j=1,3
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! un1(i,j)=un1(i,j)+dsqrt(strechn1(k))*eigvn1(i,k)*eigvn1(j,k)
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!1 continue
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!2 continue
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!3 continue
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!
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use prec, only: pReal,pInt, ijaco
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use FEsolving
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use CPFEM, only: CPFEM_general
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use math, only: invnrmMandel
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!
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implicit none
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!
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! ** Start of generated type statements **
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real(pReal) coord, d, de, disp, dispt, dt, e, eigvn, eigvn1, ffn, ffn1
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real(pReal) frotn, frotn1, g
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integer(pInt) ifr, ifu, itel, jtype, kcus, lclass, matus, n, ncrd, ndeg
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integer(pInt) ndi, ndm, ngens, nn, nnode, nshear
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real(pReal) s, strechn, strechn1, t
|
||||
! ** End of generated type statements **
|
||||
!
|
||||
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),&
|
||||
lclass(2)
|
||||
!
|
||||
! Marc common blocks are in fixed format so they have to be reformated to free format (f90)
|
||||
! Beware of changes in newer Marc versions -- these are from 2005r3
|
||||
! concom is needed for inc, subinc, ncycle, lovl
|
||||
include "concom_f90"
|
||||
! creeps is needed for timinc (time increment)
|
||||
include "creeps_f90"
|
||||
!
|
||||
integer(pInt) computationMode,i
|
||||
!
|
||||
if (inc == 0) then
|
||||
cycleCounter = 4
|
||||
else
|
||||
if (theCycle > ncycle .or. theInc /= inc) cycleCounter = 0 ! reset counter for each cutback or new inc
|
||||
if (theCycle /= ncycle .or. theLovl /= lovl) then
|
||||
cycleCounter = cycleCounter+1 ! ping pong
|
||||
outdatedFFN1 = .false.
|
||||
endif
|
||||
endif
|
||||
if (cptim > theTime .or. theInc /= inc) then ! reached convergence
|
||||
lastIncConverged = .true.
|
||||
outdatedByNewInc = .true.
|
||||
endif
|
||||
|
||||
if (mod(cycleCounter,2) /= 0) computationMode = 4 ! recycle
|
||||
if (mod(cycleCounter,4) == 2) computationMode = 3 ! collect
|
||||
if (mod(cycleCounter,4) == 0) computationMode = 2 ! compute
|
||||
if (computationMode == 4 .and. ncycle == 0 .and. .not. lastIncConverged) &
|
||||
computationMode = 6 ! recycle but restore known good consistent tangent
|
||||
if (computationMode == 4 .and. lastIncConverged) then
|
||||
computationMode = 5 ! recycle and record former consistent tangent
|
||||
lastIncConverged = .false.
|
||||
endif
|
||||
if (computationMode == 2 .and. outdatedByNewInc) then
|
||||
computationMode = 1 ! compute and age former results
|
||||
outdatedByNewInc = .false.
|
||||
endif
|
||||
if (computationMode == 2 .and. outdatedFFN1) then
|
||||
computationMode = 4 ! return odd results to force new vyvle
|
||||
endif
|
||||
|
||||
|
||||
theTime = cptim ! record current starting time
|
||||
theInc = inc ! record current increment number
|
||||
theCycle = ncycle ! record current cycle count
|
||||
theLovl = lovl ! record current lovl
|
||||
|
||||
call CPFEM_general(computationMode,ffn,ffn1,t(1),timinc,n(1),nn,s,mod(cycleCounter-4,4_pInt*ijaco)==0,d,ngens)
|
||||
|
||||
|
||||
! Mandel: 11, 22, 33, SQRT(2)*12, SQRT(2)*23, SQRT(2)*13
|
||||
! Marc: 11, 22, 33, 12, 23, 13
|
||||
forall(i=1:ngens) d(1:ngens,i) = invnrmMandel(i)*d(1:ngens,i)*invnrmMandel(1:ngens)
|
||||
s(1:ngens) = s(1:ngens)*invnrmMandel(1:ngens)
|
||||
if(symmetricSolver) d(1:ngens,1:ngens) = 0.5_pReal*(d(1:ngens,1:ngens)+transpose(d(1:ngens,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
|
||||
Loading…
Reference in New Issue