ansys求極限應力的案例
ANSYS求斜拉橋的極限承載力
line,,138
latt,1,11,1
lsel,s,line,,139
latt,1,12,1
lsel,s,line,,140
latt,1,13,1
lsel,s,line,,141
latt,1,14,1
lsel,s,line,,142
latt,1,15,1
lsel,s,line,,143
latt,1,16,1
lsel,s,line,,144
latt,1,17,1
lsel,s,line,,145
latt,1,18,1
lsel,s,line,,146
latt,1,19,1
lsel,s,line,,147
latt,1,20,1
lsel,s,line,,148
latt,1,21,1
lsel,s,line,,149
latt,1,22,1
lsel,s,line,,150
latt,1,23,1
lsel,s,line,,151
latt,1,24,1
lsel,s,line,,152
latt,1,25,1
lsel,s,line,,153
latt,1,26,1
lsel,s,line,,154
latt,1,27,1
lsel,s,line,,155
latt,1,28,1
lsel,s,line,,156
latt,1,29,1
lsel,s,line,,157
latt,1,30,1
allsel
lmesh,all
finish
/solu
SSTIF,ON
nlgeom,on
autots,on
time,100
nsubst,200
autots,off
outres,all,all
solve
finish
/post1
set,last
set,previous
*get,rtime,active,0,set,time
etable,MI,SMISC,2
etable,MJ,SMISC,15
plls,MI,MJ
求解后，所有應力圖均為紅色
展開 