e6.15.txt

来自「王新敏的ANSYS工程结构数值分析命令流 王新敏的ANSYS工程结构数值分析命」· 文本 代码 · 共 34 行

!EX6.15 悬臂板梁应力结果与比较
finish
/clear
/prep7
l=4
t=0.02
b=1.8
blc4,,,l,b
et,1,shell63
mp,ex,1,2.1e11
mp,prxy,1,0.3
r,1,t
esize,0.2
mshkey,1
amesh,all
dl,4,,all
sfa,all,2,pres,1000
/solu
solve
/post1
pldisp,1

nsel,s,loc,x,l/2
nsel,r,loc,y,0.8
esln,s
plnsol,s,x
plesol,s,x
prnsol,s
presol,s
/graphics,full
plnsol,s,x
plesol,s,x
prnsol,s
presol,s