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埋设在地下的排水管道
rpc管道混凝土管道用solid45单元模拟,link8模拟纵向钢筋和箍筋,直接建立单元,采用复制的方式直接生成实体。让link单元和solid单元共用节点,(nummrg和numcmp命令)这样就省去了耦合和添加约束方程,预应力采用施加初始应变的方式。约束采用简直方式。计算以后在支座处有比较名显的应力集中现象。- /prep7
- et,1,solid45
- mp,ex,1,4.5e10
- mp,prxy,1,0.25
- et,2,link8
- mp,ex,2,2.0e11
- mp,prxy,2,0.3
- R,1,137.4e-6, ,
- csys,1
- n,1,0.52
- n,2,0.56
- n,3,0.6
- NGEN,2,3,1,3,1,0,18,0,1,
- NGEN,2,6,1,6,1,0,0,0.05,1,
- type,1
- mat,1
- e,1,2,5,4,7,8,11,10
- e,2,3,6,5,8,9,12,11
- eplot
- egen,20,12,1,2,1,,,,,,,18,,
- nummrg,all
- numcmp,all
- egen,100,120,1,40,1,,,,,,,,0.05
- nummrg,all
- numcmp,all
- type,2
- mat,2
- *dim,nOne,array,21
- *do,i,1,16
- *do,j,1,21
- nsel,s,loc,x,0.56
- nsel,r,loc,z,0.25+0.3*(i-1)
- nsel,r,loc,y,18*(j-1)
- *get,nOne(j),node,,num,max
- *enddo
- *do,j,1,20
- e,nOne(j),nOne(j+1)
- *enddo
- *enddo
- *dim,nTwo,array,101
- *do,i,1,10
- *do,j,1,101
- nsel,s,loc,x,0.56
- nsel,r,loc,y,36*(i-1)
- nsel,r,loc,z,0.05*(j-1)
- *get,nTwo(j),node,,num,max
- *enddo
- *do,j,1,100
- e,nTwo(j),nTwo(j+1)
- *enddo
- *enddo
- alls
- nummrg,all
- numcmp,all
- ESEL,S,TYPE,,2
- BFE,all,TEMP,1,-375, , ,
- /view,1,1,1,1
- /replot
- save
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