!!! VEMA 13. HĂT: VĂKONY GUMIMEBRĂN VIZSGĂLATA !! Kezdeti beĂĄllĂtĂĄsok ! FehĂŠr hĂĄttĂŠr /RGB,INDEX,100,100,100,0 /RGB,INDEX,0,0,0,15 ! Konstans paramĂŠterek definiĂĄlĂĄsa A=100 R1=10 R2=20 ! MU=0.2424 LAMBDA=20.25 D=0 !! PreprocesszĂĄlĂĄs /PREP7 ! ElemtĂpus kivĂĄlasztĂĄsa ET,1,PLANE182 ! SĂkfeszĂźltsĂŠgi ĂĄllapot KEYOPT,1,3,0 ! Anyagmodell definiĂĄlĂĄsa TB,HYPE,1,1,3,BOYC TBTEMP,0 TBDATA,,MU,LAMBDA,D ! ModellezĂŠs BLC4,0,0,A,A CYL4,A/4,A/4,R1 CYL4,3*A/4,25,R1 CYL4,A/4,3*A/4,R1 CYL4,3*A/4,3*A/4,R1 CYL4,A/2,A/2,r2 ! FelĂźletek kivonĂĄsa egymĂĄsbĂłl ASBA,1,ALL !! HĂĄlĂłzĂĄs ! ElemmĂŠret beĂĄllĂtĂĄsa AESIZE,ALL,0.3*R1 AMESH,ALL !<a href="images/1.bmp" target="_blank">VĂŠgeselemes hĂĄlĂł</a> FINISH !! PeremfeltĂŠtelek megadĂĄsa /SOL ! MegfogĂĄs DL,1,,UY,0 DL,4,,UX,0 ! ElmozdulĂĄs DL,3,,UY,5*a DL,2,,UX,5*a ! MegoldĂł paramĂŠtereinek megadĂĄsa NLGEOM,1 NSUBST,20 OUTRES,ALL,ALL AUTOTS,0 SOLVE FINISH !! PosztprocesszĂĄlĂĄs /POST1 PLDISP,1!<a href="images/2.bmp" target="_blank">DeformĂĄlt ĂŠs eredeti szerkezet.</a> PLNSOL,S,EQV !<a href="images/3.bmp" target="_blank">EgyenĂŠrtĂŠkĹą feszĂźltsĂŠg.</a> /DSCALE,ALL,OFF PLNSOL,S,EQV!<a href="images/4.bmp" target="_blank">EgyenĂŠrtĂŠkĹą feszĂźltsĂŠg.</a> FINISH ! /POST26 ANSOL,2,230,S,EQV XVAR,1 PLVAR,2 !<a href="images/5.bmp" target="_blank">FeszĂźltsĂŠg elmozdulĂĄs fĂźggvĂŠny.</a> FINISH ! /POST1 SET,,,,,,,20 PLNSOL,S,EQV ANCNTR,20,0.1