三维托架实体受力分析文本命令及图示
/PREP7 !* ET,1,SOLID45!* ET,2,SOLID95!* !* MPTEMP, MPTEMP,1,0 MPDATA,EX,1,29e6 MPDATA,PRXY,1,0.3 MPTEMP, MPTEMP,1,0 MPDATA,DENS,1,0.00073 BLOCK,-1,1,-1.5,1.5,0,1/8, BLOCK,-1,1,1.5,1.625,0,3, FLST,2,2,6,ORDE,2 FITEM,2,1 FITEM,2,-2 VADD,P51X KPLOT LSTR, 2, 1 LSTR, 1, 9 LSTR, 9, 16 LSTR, 16, 13 LSTR, 13, 5 LSTR, 5, 2 SAVEFLST,2,6,4 FITEM,2,1 FITEM,2,9 FITEM,2,13 FITEM,2,20 FITEM,2,24 FITEM,2,25 AL,P51X !* VOFFST,4,-1/8, ,SAVEFLST,2,2,6,ORDE,2 FITEM,2,1 FITEM,2,3 VADD,P51X CYL4,0,-0.5,0.25CYL4,0,0.5,0.25 !* VOFFST,2,1, , !* VOFFST,1,1, , FLST,3,2,6,ORDE,2 FITEM,3,1 FITEM,3,3 VSBV, 2,P51X MSHAPE,1,3D MSHKEY,0!* CM,_Y,VOLU VSEL, , , , 4 CM,_Y1,VOLU CHKMSH,'VOLU' CMSEL,S,_Y !* VMESH,_Y1 !* CMDELE,_Y CMDELE,_Y1 CMDELE,_Y2 !* SAVEFLST,2,8,5,ORDE,2 FITEM,2,32 FITEM,2,-39 !* /GO DA,P51X,ALL,FINISH /SOLFLST,2,2,5,ORDE,2 FITEM,2,16 FITEM,2,26 /GO !* SFA,P51X,1,PRES,50 /STATUS,SOLUSOLVE FINISH /POST1 !* /EFACET,1 PLNSOL, U,SUM, 0,1.0PLNSOL, S,INT, 0,1.0!* /EFACET,1 PLNSOL, S,EQV, 0,1.0 托架应力图 托架位移图