/FILNAME,Test /TITLE,Test /PREP7 /COLOR,PBAK,ON,3,13 /REP !.............................Gurtgeometrie............................. ET,1,shell93 MP,EX,1,40 MP,EY,1,20 MP,PRXY,1,0.49 MP,GXY,1,267.06 MP,DENS,1,0.93e-9 R,1,11 K,1,0,500,0 K,2,1600,500,0 K,3,1600,-500,0 K,4,0,-500,0 A,1,2,3,4 /VIEW,1,1,2,3 /ANG,1 /REP,FAST !.............................Vernetzung................................ APLOT ESIZE,100 TYPE,1 MAT,1 ASEL,S,AREA,,1 AMESH,ALL ALLSEL ENSYM,,,,All EPLOT !.............................Inertiallast.............................. ACEL,0,0,9806.6 !............................Randbedingungen............................ NSEL,S,LOC,X,800 D,ALL,UX ALLSEL !..........................Vorverformung (links)........................ NSEL,S,NODE,,1 D,ALL,UZ,172.07293 D,ALL,UX,0 NSEL,S,NODE,,104 D,ALL,UZ,143.39411 D,ALL,UX,0 NSEL,S,NODE,,103 D,ALL,UZ,114.71529 D,ALL,UX,0 NSEL,S,NODE,,102 D,ALL,UZ,86.036465 D,ALL,UX,0 NSEL,S,NODE,,101 D,ALL,UZ,57.357644 D,ALL,UX,0 NSEL,S,NODE,,100 D,ALL,UZ,28.678822 D,ALL,UX,0 NSEL,S,NODE,,99 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,98 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,97 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,96 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,95!center node D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,94 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,93 D,ALL,UZ,0 D,ALL,UY,0 D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,92 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,91 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,90 D,ALL,UZ,28.678822 D,ALL,UX,0 NSEL,S,NODE,,89 D,ALL,UZ,57.357644 D,ALL,UX,0 NSEL,S,NODE,,88 D,ALL,UZ,86.036465 D,ALL,UX,0 NSEL,S,NODE,,87 D,ALL,UZ,114.71529 D,ALL,UX,0 NSEL,S,NODE,,86 D,ALL,UZ,143.39411 D,ALL,UX,0 NSEL,S,NODE,,54 D,ALL,UZ,172.07293 D,ALL,UX,0 ALLSEL !..........................Vorverformung (rechts)....................... NSEL,S,NODE,,2 D,ALL,UZ,172.07293 D,ALL,UX,0 NSEL,S,NODE,,35 D,ALL,UZ,143.39411 D,ALL,UX,0 NSEL,S,NODE,,36 D,ALL,UZ,114.71529 D,ALL,UX,0 NSEL,S,NODE,,37 D,ALL,UZ,86.036465 D,ALL,UX,0 NSEL,S,NODE,,38 D,ALL,UZ,57.357644 D,ALL,UX,0 NSEL,S,NODE,,39 D,ALL,UZ,28.678822 D,ALL,UX,0 NSEL,S,NODE,,40 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,41 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,42 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,43 D,ALL,UZ,0 D,ALL,UY,0 D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,44!center node D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,45 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,46 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,47 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,48 D,ALL,UZ D,All,UX,0 D,ALL,ROTX D,ALL,ROTZ NSEL,S,NODE,,49 D,ALL,UZ,28.678822 D,ALL,UX,0 NSEL,S,NODE,,50 D,ALL,UZ,57.357644 D,ALL,UX,0 NSEL,S,NODE,,51 D,ALL,UZ,86.036465 D,ALL,UX,0 NSEL,S,NODE,,52 D,ALL,UZ,114.71529 D,ALL,UX,0 NSEL,S,NODE,,53 D,ALL,UZ,143.39411 D,ALL,UX,0 NSEL,S,NODE,,34 D,ALL,UZ,172.07293 D,ALL,UX,0 ALLSEL FINISH !........................Berechnung Loadstep 1.......................... /SOLU NSUBST,10,100,2 NlGEOM,ON ANTYPE,STATIC SOLVE FINISH !...........................Postprocessing 1............................ /POST1 PLNSOL, U,Z, 0,1.0 FINISH /WAIT,10 /PREP7 UPGEOM,1,,,Test,rst ET,2,surf154 KEYOPT,2,2,1 TYPE,2 LOCAL,11,0,0,0,0 ESYS,11 ESURF EPLOT !....................Neue Randbedingungen und Vorspannung............... LSCLEAR,ALL X_COORD=0 NSEL,S,LOC,X,X_COORD D,ALL,UX,-20 D,ALL,UY D,ALL,UZ D,ALL,ROTX D,ALL,ROTZ ALLSEL X_COORD=1600 NSEL,S,LOC,X,X_COORD D,ALL,UX,20 D,ALL,UY D,ALL,UZ D,ALL,ROTX D,ALL,ROTZ ALLSEL NSEL,S,LOC,X,800 D,ALL,UX ALLSEL !...........................Gurtbelastung............................... ESEL,S,ELEM,,49,64 SFE,ALL,,PRES,,-0.0035 ALLSEL ESEL,S,ELEM,,65,96 SFE,ALL,,PRES,,-0.005 ALLSEL ESEL,S,ELEM,,97,112 SFE,ALL,,PRES,,-0.0035 ALLSEL FINISH !........................Berechnung Loadstep 2.......................... /SOLU NSUBST,10,100,2 NlGEOM,ON NCNV,0 OUTRES,ALL,ALL RESCONTROL,DEFINE,LAST,LAST ANTYPE,STATIC,,,,CONTINUE SOLVE FINISH !...........................Postprocessing 2............................ /POST1 PLNSOL, U,Z, 0,1.0