AaronSpark 发表于 2006-5-22 05:13

[转帖]拱桥浇筑过程分析--单元生死应用实例

本帖最后由 wdhd 于 2016-3-8 09:14 编辑

  /prep7

  et,1,BEAM3

  mp,ex,1,2.1e11

  mp,prxy,1,.3

  mp,dens,1,7800

  r,1,25.48e-4 ,250500E-8,1.5

  K,1,,,,

  K,2,10,5,,

  K,3,20,0,,

  LARC, 1, 3, 2

  TYPE, 1

  MAT, 1

  REAL, 1

  ESYS, 0

  SECNUM,

  !*

  !*

  LESIZE,ALL, , ,20, ,1, , ,1,

  LMESH, 1

  n,22,3.3986,6

  n,23,7.695,6

  n,24,12.305,6

  n,25,16.601,6

  e,6,22

  e,10,23

  e,14,24

  e,18,25

  e,22,23

  e,23,24

  e,24,25

  eplot

  finish

  /solu

  antype,0

  nlgeom,on

  nropt,full,,on

  acel,,1,

  time,1

  kbc,1

  nsubst,20

  d,1,all

  d,2,all

  esel,s,,,25,27,1

  ekill,all

  esel,all

  solve

  /solu

  antype,,rest,,,

  time,2

  nsubst,20

  ealive,25

  ealive,26

  ealive,27

  esel,all

  solve

  time,3

  f,12,fy,-1000

  solve

  finish

  /post26

  /POST26

  nSOL,2,12,u,y,

  Xvar,2

  PLVAR,1, , , , , , , , , ,
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