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Ansys命令流137

2023-06-01 来源:好走旅游网
!EX8.3 超静定梁的塑性极限分析-KINH模型 finish /clear

/config,nres,5000 /prep7 p=260e3

et,1,beam189 mp,ex,1,2.1e11 mp,prxy,1,0.3 TB,KINH,1,1,11

tbpt,,0.0009524,200e6 tbpt,,0.005,215e6 tbpt,,0.020,230e6 tbpt,,0.025,235e6 tbpt,,0.080,340e6 tbpt,,0.10,370e6 tbpt,,0.12,400e6 tbpt,,0.15,420e6 tbpt,,0.16,415e6 tbpt,,0.18,390e6 tbpt,,0.20,330e6 sectype,1,beam,i

secdata,0.12,0.12,0.24,0.02,0.02,0.04 k,1 k,2,1.6 k,3,2.4 k,4,4.0 k,5,2,2.0 l,1,2 l,2,3 l,3,4

latt,1,,1,,5,,1 lesize,all,0.1 dk,1,all dk,4,uy fk,2,fy,-p fk,3,fy,-p lmesh,all finish /solu autots,on nsubst,64

outres,all,all solve

finish

/post1 set,last

etable,mi,smisc,2 etable,mj,smisc,15 plls,mi,mj

/post26

nsol,2,62,u,y

prod,3,2,,,,,,-1000 prod,4,1,,,,,,p/1e3 /axlab,x,n64uy(mm) /axlab,y,p(kN) xvar,3 plvar,4

esol,5,22,60,smisc,8 prod,6,5,,,,,,-1 xvar,6 plvar,4

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