ANSYS命令流基坑内支撑共44页文档.docx
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- 上传时间:2022-10-19
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ANSYS命令流基坑内支撑共44页文档.docx
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ANSYS命令流基坑内支撑共44页文档
模型1:
!
单位KNMS
finish
/clear
/prep7
!
defineelem
et,1,189
!
mat1-concret35
mp,ex,1,3.15e7
mp,prxy,1,0.2
!
definebeamsec
sectype,1,beam,rectng
secdata,1.6,0.8!
wl
sectype,2,beam,rectng
secdata,1,0.8!
zhl
sectype,3,beam,rectng
secdata,0.8,0.8!
zcl1
sectype,4,beam,rectng
secdata,0.7,0.8!
zcl2
sectype,5,beam,rectng
secdata,0.6,0.6!
ljl
!
definesolide-spring
et,2,10
mp,ex,2,1e6
keyopt,2,3,1
r,6,1
!
inputkp
k,1,-56.2,-42.525,0
k,2,-56.2,-30.425,0
k,3,-56.2,-21.425,0
k,4,-56.2,-12.425,0
k,5,-56.2,-4,0
k,6,-56.2,4,0
k,7,-56.2,12.425,0
k,8,-56.2,21.425,0
k,9,-56.2,30.425,0
k,10,-56.2,42.525,0
k,11,-46.11797534,42.525,0
k,12,-38.61894873,42.525,0
k,13,-31.11992213,42.525,0
k,14,-24.1,42.525,0
k,15,-17.4,42.525,0
k,16,-10.7,42.525,0
k,17,-4,42.525,0
k,18,4,42.525,0
k,19,10.7,42.525,0
k,20,17.4,42.525,0
k,21,24.1,42.525,0
k,22,31.11992213,42.525,0
k,23,38.61894873,42.525,0
k,24,46.11797534,42.525,0
k,25,56.2,42.525,0
k,26,56.2,30.425,0
k,27,56.2,21.425,0
k,28,56.2,12.425,0
k,29,56.2,4,0
k,30,56.2,-4,0
k,31,56.2,-12.425,0
k,32,56.2,-21.425,0
k,33,56.2,-30.425,0
k,34,56.2,-42.525,0
k,35,46.11797534,-42.525,0
k,36,38.61894873,-42.525,0
k,37,31.11992213,-42.525,0
k,38,24.1,-42.525,0
k,39,17.4,-42.525,0
k,40,10.7,-42.525,0
k,41,4,-42.525,0
k,42,-4,-42.525,0
k,43,-10.7,-42.525,0
k,44,-17.4,-42.525,0
k,45,-24.1,-42.525,0
k,46,-31.11992213,-42.525,0
k,47,-38.61894873,-42.525,0
k,48,-46.11797534,-42.525,0
k,49,-4,-35.825,0
k,50,-4,-29.125,0
k,51,-4,-20.625,0
k,52,-4,-12.075,0
k,53,-4,-3.575,0
k,54,-4,4.425,0
k,55,-4,12.925,0
k,56,-4,20.125,0
k,57,-4,29.125,0
k,58,-4,35.825,0
k,59,4,-35.825,0
k,60,4,-29.125,0
k,61,4,-20.625,0
k,62,4,-12.075,0
k,63,4,-3.575,0
k,64,4,4.425,0
k,65,4,12.925,0
k,66,4,20.125,0
k,67,4,29.125,0
k,68,4,35.825,0
k,69,-30.50135361,34.84237857,0
k,70,-36.88114038,35.61064072,0
k,71,-36.90270722,27.15975715,0
k,72,-43.65996106,27.475,0
k,73,-43.39729278,19.36524285,0
k,74,-50.43878175,19.33935928,0
k,75,-49.79864639,11.68262143,0
k,76,-44.38016698,35.61064072,0
k,77,-51.15898767,36.475,0
k,78,-50.43878175,28.33935928,0
k,79,44.70023466,35.22650965,0
k,80,51.15898767,36.475,0
k,81,50.11871407,28.72349035,0
k,82,30.50135361,34.84237857,0
k,83,37.52127574,34.84237857,0
k,84,36.90270722,27.15975715,0
k,85,43.91601521,27.16769514,0
k,86,43.39729278,19.36524285,0
k,87,50.11871407,19.72349035,0
k,88,49.79864639,11.68262143,0
k,89,-49.79864639,-11.68262143,0
k,90,-50.11871407,-19.72349035,0
k,91,-43.39729278,-19.36524285,0
k,92,-43.65996106,-27.475,0
k,93,-36.90270722,-27.15975715,0
k,94,-37.20120806,-35.22650965,0
k,95,-30.50135361,-34.84237857,0
k,96,-50.11871407,-28.72349035,0
k,97,-51.15898767,-36.475,0
k,98,-44.70023466,-35.22650965,0
k,99,30.50135361,-34.84237857,0
k,100,37.20120806,-35.22650965,0
k,101,36.90270722,-27.15975715,0
k,102,43.65996106,-27.475,0
k,103,43.39729278,-19.36524285,0
k,104,50.11871407,-19.72349035,0
k,105,49.79864639,-11.68262143,0
k,106,44.38016698,-35.61064072,0
k,107,51.15898767,-36.475,0
k,108,50.43878175,-28.33935928,0
!
createwaistbeam
*do,i,1,47
l,i,i+1
*enddo
l,48,1
cm,wlline,line
latt,1,1,1
lesize,all,,,5
lmesh,all
esel,all
cm,wl,elem
lsel,none
!
createcrossbeam
lsel,none
*do,i,49,57
l,i,i+1
*enddo
*do,i,59,67
l,i+1,i
*enddo
l,42,49
l,58,17
l,18,68
l,59,41
latt,1,2,1
lesize,all,,,5
lmesh,all
esel,all
esel,u,,,wl
cm,zhl,elem
lsel,none
!
createobliquebeam-1
*do,i,69,73,2
l,i+2,i
*enddo
l,14,69
l,75,6
l,57,15
l,20,67
*do,i,82,86,2
l,i,i+2
*enddo
l,21,82
l,88,29
*do,i,99,103,2
l,i+2,i
*enddo
l,30,105
l,99,38
l,44,50
l,60,39
*do,i,89,93,2
l,i+2,i
*enddo
l,45,95
l,89,5
latt,1,3,1
lesize,all,,,5
lmesh,all
esel,all
cmsel,u,wl
cmsel,u,zhl
cm,zcl1,elem
lsel,none
!
createobliquebeam-2
l,7,74
l,74,72
l,72,70
l,70,13
l,8,78
l,78,76
l,76,12
l,9,77
l,77,11
l,22,83
l,83,85
l,85,87
l,87,28
l,23,79
l,79,81
l,81,27
l,24,80
l,80,26
l,31,104
l,104,102
l,102,100
l,100,37
l
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