/PREP7 !进入前处理模块: 定义模型
et,1,link10
et,2,beam188
mp,ex,1,2.06e11
mp,dens,1,7850
MP,NUXY,1,0.3
r,1,2.1e-3
n,1,-5,0.807
n,2,-2.5,0.2
n,3,0,0
n,4,2.5,0.2
n,5,5.0,0.807
n,6,5.0,-1
n,7,-5.0,-1
type,1
mat,1
r,1,2.1e-3
e,1,2
e,2,3
e,3,4
e,4,5
type,2
mat,1
SECTYPE,1,BEAM,ctube,0 !变截面圆管形型梁
SECDATA,0.066,0.07,10 !截面外半径为0,07米厚度为0.4尺寸定义
SECNUM,1
e,5,6
e,1,7
/SOLU !进入求解模块:定义力和位移边界条件,并求解
ANTYPE, STATIC !申明分析类型是静力分析
acel,,-10
d,7,all
d,6,all
NLGEON,ON
AUTOT,ON
TIME,1
NSUB,100,200,50
SOLVE !发出求解指令
FINISH !退出求解模块
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