!!! VEMA 13. HÉT: VÉKONY GUMIMEBRÁN VIZSGÁLATA
!! 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