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一下是小弟编写的程序 老是出现一个警告,就是不知道问题出在哪里?请教高手知道。。。。急!!!! }WhRJr`a
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/clear *c
9S.
/PREP7 z[@i=avPG
ET,1,SOLID45 !设置岩土,注浆单元类型 p`EgMzVO,
ET,2,MESH200,6 !网格辅助单元 hkdF
lOM8%{.'_x
MP,EX,1,5.03e6 !地表层土弹性模量 %cBOi_}}~
MP,PRXY,1,0.35 !地表层土泊松比 9bhubx\^/
TB,DP,1,,, 2A:&Cqo
TBMODIF,1,1,2.12e4 !内聚力 @$iZ9x6t
TBMODIF,1,2,30 !内摩擦角 w|Ry)[
MP,DENS,1,1940 !地表层土密度 .PV(MV
_%Yi^^
MP,EX,2,4.97e6 !2层参数 5A<}*T
MP,PRXY,2,0.32 vK`HgRQ(C
TB,DP,2,,, *Ms&WYN-
TBMODIF,1,1,1.2e4 +o):grWvQ
TBMODIF,1,2,23 p5% %k-
MP,DENS,2,1710 o1"N{Eu
:@a0h
MP,EX,3,7.53e6 !3层参数 9tb-;|
MP,PRXY,3,,0.2 e7b MK<:r
TB,DP,3,,, pe<T"[X
TBMODIF,1,1,1.0e4 G"tlJ7$myQ
TBMODIF,1,2,21 6nREuT'k
MP,DENS,3,1900 n`@dk_%yI
qHtIjtt[q
MP,EX,4,3.8e6 !4层参数 A\W)uwyN
MP,PRXY,4,0.3 o';/$xrH
TB,DP,4,,, k"C'8<T)'
TBMODIF,1,1,2.1e4 zG8g}FrzG;
TBMODIF,1,2,33 >#'?}@FWQN
MP,DENS,4,1890 E m^Dg9
Z`86YYGK
MP,EX,5,4.3e6 !5层参数 X;2LK!x;y
MP,PRXY,5,0.31 UO#`Ak
TB,DP,5,,, gFrNk
Uqp
TBMODIF,1,1,2.1e4 +95v=[t#Ut
TBMODIF,1,2,30 :Ocw+X3
MP,DENS,5,1870 }}ic{931
ekU%^R<
MP,EX,6,4.7e6 !6层参数 $d!Vx m
MP,PRXY,6,,0.27 FvYciU!
TB,DP,6,,, VIN0kRQ#
TBMODIF,1,1,2.8e7 KV$4}{
TBMODIF,1,2,31 t1"#L_<e
MP,DENS,6,,1880 ^sFO[cYo
eB=&(ZT
MP,EX,7,2.94e10 !管片衬砌参数 E/*&'Osq
MP,PRXY,7,0.2 (>f`>6 V
MP,DENS,7,2500 Hb::;[bm:
2ZEGE+0
MP,EX,8,2.3e6 !注浆层参数 R&&&RI3{
MP,PRXY,8,0.25 HZ2W`wo
MP,DENS,8,1960 8D,*_p
`'sD (e
local,11,0,11.5,0,0 9jX_Eoxy
local,12,1,0,0,0 #^Pab^Y3r-
csys,11 EApbaS}Up
wpcsys,-1 ,W|-?b?
cyl4,,,,,2.7,90 |FM*1Q[1
cyl4,0,0,2.7,0,3,90 "}`)s_rt
cyl4,0,0,3,0,3.2,90 T_=WX_h $
rectng,0,4.5,0,4.5 +xU( {/
aovlap,all I[v`)T'_{
nummrg,all ! 合并所有元素 i%i/>;DF
numcmp,all ! 压缩所有元素编号 !U>WAD9
X(X[v]
meshkey,1 rQ_@q_B.
type,2 `]XI Q\ *
lesize,1,,,6 Uc'}y!R
lesize,2,,,6 R3l{.{3p2
lesize,3,,,6 Bf;_~1+vLG
amesh,1 1' v!~*af
lesize,4,,,6
: v;U7
lesize,8,,,2 jBOl:l,+
lesize,9,,,2 -fmJkI
amesh,2 F.5fasdX'
lesize,5,,,6 A;RV~!xx
lesize,10,,,1 9J?s:"j
lesize,11,,,1 4C%pKV
amesh,3 )%MC*Z:^
lesize,12,,,3 0kOwA%m
lesize,13,,,3 c>{QTI:]
lesize,6,,,3 ~'KqiUY
lesize,7,,,3 L/exR6M7
amap,4,7,6,8,10 A$5M.
nummrg,all <?5|(Q"@:
numcmp,all B 5|\<CF
save p^|l ',e
OM&GypP6&
allsel,all !选择所有元素 wN4#j}C
arsym,x,all !对x轴对称镜像 \rzMgR$/rj
nummrg,all ?\, ^>4x?
numcmp,all z<vh8dNl
save ]kTxVe
Wu/#}Bw#
rectng,4.5,36,0,4.5 !绘制右侧外界矩形 pC>h"Hy
nummrg,all |oXd4
numcmp,all I*3}erT
save )j>U4a
lesize,23,,,8,2 !划分右侧面积单元 pF8 #H~
lesize,25,,,8,0.5 a~$Y;C_#<
amap,9,9,8,16,17 U>f'j;5
]{\ttb%GX
rectng,-11.5,-4.5,0,4.5 !绘制左侧外界矩形 ?V^7`3F
nummrg,all e@ZM&iR
numcmp,all pLtw|S'4
lesize,26,,,3 !划分左侧面积单元 ~BmA!BZV`
lesize,27,,,3 l9&k!kF`
amap,10,14,15,19,18 O.( 2
A+0-pF2D
allsel,all !EhKg)y=
arsym,y,all !对Y轴对称镜像 X&?s:A
nummrg,all OpEH4X.Z
numcmp,all f(Of+>
save J4"Fj, FS
!
I0xq"
rectng,-11.5,-4.5,-4.5,-20.8 !隧道下方土层 Jq'8"
rectng,-4.5,0,-4.5,-20.8 Z%qtAPd
rectng,0,4.5,-4.5,-20.8 *b.
>
rectng,4.5,36,-4.5,-20.8 I1U2wD
nummrg,all i9DD)Y<
numcmp,all L!If~6oD(
lesize,47,,,3 :]@c%~~!&
lesize,48,,,5,0.5 *kl :/#
lesize,49,,,5,2 .PUp3X-
lesize,50,,,3 x1.S+:
lesize,51,,,5,0.5 r@{TN6U
lesize,52,,,3 7PX`kI
lesize,53,,,5,0.5 +SH{`7r
lesize,54,,,8,2 Lz'VQO1U=
lesize,55,,,5,0.5 WQ.0} n}d
amesh,21 *{DTxEy
amesh,22 VWvSt C
amesh,23 GT&}Burl/n
amesh,24 GBbnR:hM
nummrg,all
:-46"bP.
numcmp,all tbd=A]B-
save "0P`=n
9qB0F_xl
rectng,-11.5,-4.5,4.5,19.2 !隧道上方土层 }oRBQP^&K
rectng,-4.5,0,4.5,19.2 eyCZ[SC
rectng,0,4.5,4.5,19.2 Icnhet4
rectng,4.5,36,4.5,19.2 No'?8 +i
nummrg,all =1l6(pJ
numcmp,all $Iwvecn?I
lesize,56,,,4, H4w\e#|
lesize,57,,,3 20;9XJmjl
lesize,58,,,4 @Nek;xJ
lesize,59,,,4 ZD]1C~)
lesize,60,,,3 8s0+6{vW
lesize,61,,,4 JL1ajlm~
lesize,62,,,3 x;n3 Zr;(
lesize,63,,,4 z~
cW,
lesize,64,,,8,0.5
}X&rJV
amesh,25 69g{oo
amesh,26 x]+PWk
amesh,27 #X}HF $t{=
amesh,28 m+TAaK
nummrg,all 2*|T)OA`m,
numcmp,all /,Xl8<~#
save ]ordqulq1
h Jb2y`,q
csys,0 !回到原始坐标系 .A2$C|a*
wpcsys,-1 xh;V4zK@`
allsel,all !选择所有元素 /<J(\;Jr6
arsym,x,all !对x轴对称镜像 k6(7G@@}
nummrg,all pH1!6X
numcmp,all m9 h '!X<
save VfX^iG r
m@td[^O-
*do,i,1,20 !沿隧道轴线定义一系列关键点,点间距为3m $9)os7H7
k,,0,0,-3*i CL=%eSsuD
*enddo %71i&T F
l,18,70 !根据关键点生成线 utlr|m Xc
*do,i,1,19 !通过关键点号循环增加生成线 .uuhoqG0
l,69+i,70+i pHV^Kv#
*enddo a+w2cN'
*do,i,1,20 /Z:j:l
lesize,124+i,,,1 sdFHr4
*enddo s2;~FK#/
save p['RV
"o5]:]h)
type,1 !进行拉伸,拉伸后建立的完整模型 o*cu-j3
mat,1 "rv~I_zl
esys,11 |N.2iN:
extopt,aclear,1 !设置拉伸选项,即拉伸完成后删除母单元Mesh200 8 #_pkVQw:
csys,12 A3jxjQ
*do,i,1,20 AkhG~L
asel,s,loc,z,-3*(i-1) !选择拉伸的面 Bn}woyJdx
vdrag,all,,,,,,124+i !进行拉伸 AI|vL4*Xd
*enddo "tJ+v*E
allsel,all 4&iQo'
nummrg,all Nu5|tf9%A
numcmp,all oz)[-
save {w@qFE'b
:Sq]|)
csys,0 !赋予隧道所在地层材料参数 2|nm> 4
nsel,s,loc,y,10.5,12.8 ^P)f]GQx
esln,s LP2~UVq
mpchg,2,all GEc6;uz<
nsel,s,loc,y,6.3,10.5 Q+:y
esln,s [&)]-2w2
mpchg,3,all pSs*Z6c)@
nsel,s,loc,y,-4.5,6.3 ]3KeAJ
esln,s 3$|/7(M&DA
mpchg,4,all ci0A!wWD
nsel,s,loc,y,-4.5,-9.1 FK%b@/7s~
esln,s
;tOsA #
mpchg,5,all c_J9CKqc
nsel,s,loc,y,-9.1,-20.8 @\K[WqF$$q
esln,s "Xq_N4
mpchg,6,all dWAt#xII
!allsel,all @X==[gQ
save UP~28%>X
JJ: ku&Mb
Finish !施加边界条件 YQBLbtn6(
/solu 1"h"(dA
csys,0 k<gH*=uXY'
/view,1,-1,0.5,1 P}R:o
/replot amBg<P`'_
eplot d0El2Ct8
save gabfb#
nsubst,10 ?nU<cx h
nlgeom,on +VIA@`4
nropt,full o) )` "^
pred,on !启用非线性求解预测器 XT7m3M
lnsrch,on #<{v~sVp&
outres,all,last {6i|"5_j
C6!F6Stn]g
nsel,s,loc,x,-47.5 !选择节点 )Z7Vm2a
d,all,ux !施加X方向约束 ;mQj2Bwr
nsel,s,loc,x,47.5 ?cU,%<r
d,all,ux d:kB Zrq
nsel,s,loc,y,-20.8 !选择节点 NL21se
d,all,uy !施加Y方向约束 q lc@$
nsel,s,loc,z,0 !选择节点 a4Q@sn;]
nsel,a,loc,z,-60 SUS=sR/N
d,all,uz !施加Z方向约束 Qqm?%7A1
allsel,all 9+ 'i(q
z
acel,0,10,0 !施加重力 fdl.3~.C
step=0 !用于记录计算步的参数 T{dQ4
c
save e~)[I! n
m2]N%Y
time,1 _w^,j"
solve (W1$+X
save q*I*B1p[m
finish 4XkI? l
gOF^?M11x
/POST1 !进入后处理器 wgl <JO
PLNSOL,S,Y,0,1 !SY应力图 QiK>]xJ'
PLNSOL,U,Y,0,1 t"=5MaQk-