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kakaqun

新虫 (小有名气)

应助: 4 (幼儿园)
金币: 902.9
帖子: 57
在线: 16.7小时
虫号: 3496291
注册: 2014-10-24
专业: 岩土与基础工程

[求助] 隧道开挖模拟，不收敛，请帮忙看一下原因已有1人参与

命令流如下，帮帮忙吧~~很急很关键！
finish
/clear
/prep7
k,1, 5.500000,3.5
k,2,-5.500000,3.5
k,3, 0.000000,4
k,5,-5.500000,-4.5
k,6, 5.500000,-4.5
k,8,-4.500000,-4.5
k,9,-4.500000,-8.5
k,10,-3.500000,-4.5
k,11,-3.500000,-8.5
k,12,-2.500000,-4.5
k,13,-2.500000,-8.5
k,14,-1.500000,-4.5
k,15,-1.500000,-8.5
k,16,-0.500000,-4.5
k,17,-0.500000,-8.5
k,18, 0.500000,-4.5
k,19, 0.500000,-8.5
k,20, 1.500000,-4.5
k,21, 1.500000,-8.5
k,22, 2.500000,-4.5
k,23, 2.500000,-8.5
k,24, 3.500000,-4.5
k,25, 3.500000,-8.5
k,26, 4.500000,-4.5
k,27, 4.500000,-8.5
k,100,-5.500000,-8.5
k,101,5.500000,-8.5
k,28, 15.00000, 15.00000
k,29,-15.00000, 15.00000
k,31,-15.00000,-15.00000
k,33, 15.00000,-15.00000
k,37, 45.00000, 15.00000
k,39, 45.00000,-15.00000
k,43, 15.00000, 45.00000
k,45, 45.00000, 45.00000
k,49,-15.00000, 45.00000
k,53,-45.00000, 45.00000
k,55,-45.00000, 15.00000
k,59,-45.00000,-15.00000
k,63,-45.00000,-45.00000
k,65,-15.00000,-45.00000
k,69,15.00000,-45.00000
k,73,45.00000,-45.00000
larc,1,2,3,5.5
l,2,5
l,5,8
l,8,10
l,10,12
l,12,14
l,14,16
l,16,18
l,18,20
l,20,22
l,22,24
l,24,26
l,26,6
l,1,6
l,8,9
l,10,11
l,12,13
l,14,15
l,16,17
l,18,19
l,20,21
l,22,23
l,24,25
l,26,27
l,31,33
l,33,28
l,28,29
l,29,31
l,59,31
l,31,65
l,63,65
l,59,63
l,65,69
l,33,69
l,33,39
l,39,73
l,69,73
l,28,37
l,37,39
l,43,28
l,43,45
l,45,37
l,49,43
l,49,29
l,53,49
l,53,55
l,55,29
l,55,59
l,5,100
l,6,101
l,100,9
l,9,11
l,11,13
l,13,15
l,15,17
l,17,19
l,19,21
l,21,23
l,23,25
l,25,27
l,27,101
lsel,s,line,,1,14,1
al,all
lsel,s,line,,1,14,1
lsel,a,line,,25,28,1
al,all
allsel,all,all
al,29,30,31,32
al,25,30,33,34
al,34,35,36,37
al,26,35,39,38
al,38,40,41,42
al,27,40,43,44
al,44,45,46,47
al,28,29,47,48
!围岩
E_1=1.4e15
U_1=0.4
DENS_1=2620
C_1=1.6e5
FI_1=28
MP,EX,1,E_1
MP,PRXY,1,U_1
MP,DENS,1,DENS_1
TB,DP,1
TBDATA,1,C_1,FI_1

!锚杆
E_2=17E20
U_2=0.3
DENS_2=7900
MP,EX,2,E_2
MP,PRXY,2,U_2
MP,DENS,2,DENS_2

!衬砌
E_3=21e15
U_3=0.2
DENS_3=2900
MP,EX,3,E_3
MP,PRXY,3,U_3
MP,DENS,3,DENS_3

ET,1,42
KEYOPT,1,3,2
et,2,3
keyopt,2,6,1
ET,3,1
r,1,0.3,0.3/12,0.3
r,2,3.14*(25e-3/2)**2

lsel,s,line,,1,2,1
lsel,a,line,,14
cm,beam,line
lsel,s,line,,15,24,1
cm,anchor,line
asel,s,area,,3,10,1
cm,A_ROCK1,area
asel,s,area,,1
cm,B_ROCK,area
asel,s,area,,2
cm,A_ROCK2,area

CMSEL,S,anchor,LINE
LATT,2,2,3
mshkey,0
LESIZE,ALL,0.1
mshape,1,2D
LMESH,ALL

lsel,s,line,,3,13,1
LESIZE,ALL,,,10
lsel,s,line,,49,50,1
LESIZE,ALL,,,40
lsel,s,line,,51,61,1
LESIZE,ALL,,,10
allsel,all,all
al,3,15,51,49
al,4,15,52,16
al,5,16,53,17
al,6,17,54,18
al,7,18,55,19
al,8,19,56,20
al,9,20,57,21
al,10,21,58,22
al,11,22,59,23
al,12,23,60,24
al,13,24,61,50
ASEL,S,AREA,,11,21,1
AATT,1,,1
mshkey,1
mshape,0
AMESH,ALL

CMSEL,S,beam,LINE
LATT,3,1,2
mshkey,0
LESIZE,ALL,0.1
mshape,1,2D
LMESH,ALL
lsel,s,line,,49,61,1
lsel,a,line,,1,2,1
lsel,a,line,,25,28,1
lsel,a,line,,14
al,all

ASEL,S,AREA,,22
AATT,1,,1
mshkey,0
ESIZE,0.8
mshape,0
AMESH,ALL

CMSEL,S,A_ROCK1,AREA
AATT,1,,1
mshkey,0
ESIZE,2
mshape,0,2D
AMESH,ALL

allsel,all,all

LSEL,S,LINE,,36,42,3
dl,all,,ux
lsel,s,line,,46,48,2
lsel,a,line,,32
dl,all,,ux
lsel,s,line,,31,33,2
lsel,a,line,,37
dl,all,,uy
/solu
ACEL,,9.8
antype,static
pred,on
lnsrch,on
nlgeom,on
nropt,full
OUTRES,ALL,ALL
alls
nsub,6,10
SOLVE

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1楼 2015-11-12 17:43:23

已阅回复此楼关注TA 给TA发消息送TA红花 TA的回帖

kakaqun

新虫 (小有名气)

应助: 4 (幼儿园)
金币: 902.9
帖子: 57
在线: 16.7小时
虫号: 3496291
注册: 2014-10-24
专业: 岩土与基础工程

引用回帖:

3楼: Originally posted by shgao20 at 2015-11-13 08:34:12
看你的命令流，感觉材料数据有问题，比如，你的三种材料的弹性模量分别是： 1.4E15、17E20 和 21E15，如果你的长度单位是 m，那么钢材的弹性模量也只有 2E11 左右，你的三种材料不知是什么材料，弹性模量如此之大？ ...

您好，材料是我试的时候改的，忘了改回原样，我把正常材料的发给您了
finish
/clear
/prep7
k,1, 5.500000,3.5
k,2,-5.500000,3.5
k,3, 0.000000,4
k,5,-5.500000,-4.5
k,6, 5.500000,-4.5
k,8,-4.500000,-4.5
k,9,-4.500000,-8.5
k,10,-3.500000,-4.5
k,11,-3.500000,-8.5
k,12,-2.500000,-4.5
k,13,-2.500000,-8.5
k,14,-1.500000,-4.5
k,15,-1.500000,-8.5
k,16,-0.500000,-4.5
k,17,-0.500000,-8.5
k,18, 0.500000,-4.5
k,19, 0.500000,-8.5
k,20, 1.500000,-4.5
k,21, 1.500000,-8.5
k,22, 2.500000,-4.5
k,23, 2.500000,-8.5
k,24, 3.500000,-4.5
k,25, 3.500000,-8.5
k,26, 4.500000,-4.5
k,27, 4.500000,-8.5
k,100,-5.500000,-8.5
k,101,5.500000,-8.5
k,28, 15.00000, 15.00000
k,29,-15.00000, 15.00000
k,31,-15.00000,-15.00000
k,33, 15.00000,-15.00000
k,37, 45.00000, 15.00000
k,39, 45.00000,-15.00000
k,43, 15.00000, 45.00000
k,45, 45.00000, 45.00000
k,49,-15.00000, 45.00000
k,53,-45.00000, 45.00000
k,55,-45.00000, 15.00000
k,59,-45.00000,-15.00000
k,63,-45.00000,-45.00000
k,65,-15.00000,-45.00000
k,69,15.00000,-45.00000
k,73,45.00000,-45.00000
larc,1,2,3,5.5
l,2,5
l,5,8
l,8,10
l,10,12
l,12,14
l,14,16
l,16,18
l,18,20
l,20,22
l,22,24
l,24,26
l,26,6
l,1,6
l,8,9
l,10,11
l,12,13
l,14,15
l,16,17
l,18,19
l,20,21
l,22,23
l,24,25
l,26,27
l,31,33
l,33,28
l,28,29
l,29,31
l,59,31
l,31,65
l,63,65
l,59,63
l,65,69
l,33,69
l,33,39
l,39,73
l,69,73
l,28,37
l,37,39
l,43,28
l,43,45
l,45,37
l,49,43
l,49,29
l,53,49
l,53,55
l,55,29
l,55,59
l,5,100
l,6,101
l,100,9
l,9,11
l,11,13
l,13,15
l,15,17
l,17,19
l,19,21
l,21,23
l,23,25
l,25,27
l,27,101
lsel,s,line,,1,14,1
al,all
lsel,s,line,,1,14,1
lsel,a,line,,25,28,1
al,all
allsel,all,all
al,29,30,31,32
al,25,30,33,34
al,34,35,36,37
al,26,35,39,38
al,38,40,41,42
al,27,40,43,44
al,44,45,46,47
al,28,29,47,48
!围岩
E_1=2.8e7
U_1=0.4
DENS_1=2620
C_1=1e7
FI_1=38
MP,EX,1,E_1
MP,PRXY,1,U_1
MP,DENS,1,DENS_1
TB,DP,1
TBDATA,1,C_1,FI_1

!锚杆
E_2=17E10
U_2=0.3
DENS_2=7900
MP,EX,2,E_2
MP,PRXY,2,U_2
MP,DENS,2,DENS_2

!衬砌
E_3=21e9
U_3=0.2
DENS_3=2900
MP,EX,3,E_3
MP,PRXY,3,U_3
MP,DENS,3,DENS_3

ET,1,42
KEYOPT,1,3,2
et,2,3
keyopt,2,6,1
ET,3,1
r,1,0.3,0.3/12,0.3
r,2,3.14*(25e-3/2)**2

lsel,s,line,,1,2,1
lsel,a,line,,14
cm,beam,line
lsel,s,line,,15,24,1
cm,anchor,line
asel,s,area,,3,10,1
cm,A_ROCK1,area
asel,s,area,,1
cm,B_ROCK,area
asel,s,area,,2
cm,A_ROCK2,area

CMSEL,S,anchor,LINE
LATT,2,2,3
mshkey,0
LESIZE,ALL,0.1
mshape,1,2D
LMESH,ALL

lsel,s,line,,3,13,1
LESIZE,ALL,,,10
lsel,s,line,,49,50,1
LESIZE,ALL,,,40
lsel,s,line,,51,61,1
LESIZE,ALL,,,10
allsel,all,all
al,3,15,51,49
al,4,15,52,16
al,5,16,53,17
al,6,17,54,18
al,7,18,55,19
al,8,19,56,20
al,9,20,57,21
al,10,21,58,22
al,11,22,59,23
al,12,23,60,24
al,13,24,61,50
ASEL,S,AREA,,11,21,1
AATT,1,,1
mshkey,1
mshape,0
AMESH,ALL

CMSEL,S,beam,LINE
LATT,3,1,2
mshkey,0
LESIZE,ALL,0.1
mshape,1,2D
LMESH,ALL
lsel,s,line,,49,61,1
lsel,a,line,,1,2,1
lsel,a,line,,25,28,1
lsel,a,line,,14
al,all

ASEL,S,AREA,,22
AATT,1,,1
mshkey,0
ESIZE,0.8
mshape,0
AMESH,ALL

CMSEL,S,A_ROCK1,AREA
AATT,1,,1
mshkey,0
ESIZE,2
mshape,0,2D
AMESH,ALL

allsel,all,all
nummrg,all
numcmp,all

LSEL,S,LINE,,36,42,3
dl,all,,ux
lsel,s,line,,46,48,2
lsel,a,line,,32
dl,all,,ux
lsel,s,line,,31,33,2
lsel,a,line,,37
dl,all,,uy
/solu
ACEL,,9.8
antype,static
pred,on
lnsrch,on
nlgeom,on
nropt,full
OUTRES,ALL,ALL
alls
nsub,6,10
SOLVE