在做隧道ANSYS简单开挖模拟时,出现了一些问题,望各位前辈给多多指教! [!-gb+L
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隧道洞泾假定为1.0m(实际上不可能这么小,仅仅是数值实验),隧洞轴线左右及下部各取10m为边界,施加法向约束。 ZcQu9XDIt
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通过APDL命令,改变隧道的轴线埋深,采取全断面一次性开挖,整个荷载步分为两步:第一步计算初始应力场,第二步是杀死 FutS
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开挖体单元,计算开挖后引起的地表沉降(位移场,第二步减去第一步),计算结果发现: mpMAhm:
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隧道的轴线埋深越浅,计算得到的地表沉降越小,这与工程实际不符,请问原因何在? Wi'}d6c
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以下是我的计算命令流,希望得到高手的帮助啊! .
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Fini |f#hGk6
/clear E<[
s+iX
/title,TUNNEL ANALYSIS J5I@*f)l
/prep7 qul#)HI
ET,1,PLANE2 voRry6Q;
keyopt,1,3,2 EN2SI+
AXW.`~ 4
*SET,R,0.7 pB8D
*SET,H,10.0 =I@t%Y
*SET,X1,-2*R ]f0'YLG
*SET,Y1,-2*R @we1#Vz.
*SET,W1,4*R R=lw}jH [Z
*SET,H1,4*R q!eE~O;A
y]m:
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*SET,X2,-10.0 L ,dh$F
*SET,Y2,H-20.0 /[.V( K
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*SET,W2,20.0 !S#3mT-
*SET,H2,20.0 7|DG1p9C
CYL4,0,0,0,45,R,405,0 7GYf#} N
BLC4,X1,Y1,W1,H1 <f>w"r
BLC4,X2,Y2,W2,H2 V0>X2&.A
AOVL,1,2,3 +*]$PVAFA
NUMCMP,ALL EIg~^xK
NUMMRG,ALL,,,,LOW T8x)i\<
LANG,11,8,90,, 7"!b5(4=
LANG,11,7,90,, b-sN#'TDg
LANG,10,7,90,, f
+{=##'0
LANG,10,6,90,, gwRB6m$
LANG, 9,6,90,, alaL/p{O
LANG, 9,5,90,, (WyNO QO'
LANG,12,5,90,, l<f9$l^U
LANG,12,8,90,, 10Ik_L='
L,1,7 ERpAV-Zf
L,2,8 oLT#'42+H
L,3,5 j|k/&q[St
L,4,6 ahg:mlaob
NUMCMP,ALL nn_O"fZi
NUMMRG,ALL,,,,LOW %8FfP5#
FLST,3,4,4,ORDE,2 /\w4k
FITEM,3,29 %^IQ<
FITEM,3,-32 )8@-
ASBL,2,P51X I'4(Ibl+
FLST,3,8,4,ORDE,8 N3n]
FITEM,3,14 &Q883A
J
FITEM,3,16 Lt't
FITEM,3,18 i6'=]f'{
FITEM,3,20 lFnls6dp
FITEM,3,22 0Z1ksfLU
FITEM,3,24 &zdS9e-fF
FITEM,3,26 b>;?{
FITEM,3,28 ]#)(D-i
ASBL, 3,P51X t0m;tb bg
NUMCMP,ALL 3%kUj
NUMMRG,ALL,,,,LOW #'_#t/u
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!初始参数 e= IdqkJ%
MP,EX,1,3.0E6 79v +ze
MP,PRXY,1,0.33 .Vbd-jr'M
MP,DENS,1,1900.0 0K%okq|n
TB,DP,1 *[Z`0AgP
TBDATA,1,2.4E4,13.6,0 Z-PBCU
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MP,EX,2,3.0E6 MXaFqK<Y
MP,PRXY,2,0.33 pl`4&y%Me
MP,DENS,2,1900.1 ,8@<sFB'
TB,DP,2 D$hQ-K
TBDATA,1,2.4E4,13.6,0 9zwD%3Ufn
^wIB;!W
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!剖分单元 MzIDeZ
type,1 d @R7b^#g
MAT,1 P0l
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lsel,S,line,,1,8,1 1<r!9x9G
lsel,A,line,,15,27,4 oy^-?+
Lesize,ALL,,,4,,,,,0 FS1\`#Bm)
lsel,S,line,,29,32,1 4YfM.~
6
Lesize,ALL,,,3,,,,,0 q`*.F#/4c
rmX*s}B
lsel,S,line,,9,13,2 5Z>a}s_i
lsel,A,line,,18,20,2 Q,3kaR@O
lsel,A,line,,21 *D?=Ts
lsel,A,line,,26,28,2 6!\V|
Lesize,ALL,,,10,,,,,0 w2
Y%yjCV
lsel,S,line,,10 uy{O
lsel,A,line,,22 U@OdQAX
lsel,A,line,,24,25,1 @+b$43^
Lesize,ALL,,,20-H-2*R,,,,,0 N%dY.Fk
lsel,S,line,,12,14,2 C+NN.5No
lsel,A,line,,16,17,1 FRQ.ix2
Lesize,ALL,,,H-2*R,,,,,0 jY=y<R_oK
asel,s,area,,2,13,1 Bb/if:XS
amesh,all {`!6w>w0
\3JCFor/
type,1 d{S'6*`D
MAT,2 IuXgxR%
asel,s,area,,1 qp})4XT v
amesh,all Wk%|%/:
nummrg,all,,,,low ?Lg<)B9
numcmp,all X
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!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!计算初始应力场 <:9ts@B
/solu t2dsYU/
antype,static pJHdY)Cz
deltim,0.1,0.05,0.2 ]?y~;-^
autots,on !使用自动时间步 5iA>Z!sP[
pred,on !打开时间步长预测器 cW%)C.M
lnsrch,on !打开线性搜索 jFN0xGZ
nlgeom,on !打开大位移效果 +#Pb@^6"m
nropt,full !设定牛顿-拉普森选项 *Jsb~wta
cnvtol,f,,0.02,0 h#YO;m2wd
Nsel,s,loc,x,-10 (<Cq_Kw
Nsel,a,loc,x,10 ; J W]b]
D,all,,,,,,UX,,,,,
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Nsel,s,loc,y,H-20 DTezG':
D,all,,,,,,Uy,,,,, w/#7G\U
time,1 UR'[?
acel,,10 s<YN*~
nsel,all @[r[l#4yUi
esel,all kLgkUck8]
allsel,all >?^oxB"<Gc
solve \IL)~5d
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!开挖 DT]4C!dh
time,2 RL`E}:V
esel,s,type,,2 v2;E W p
ekill,all h@
lz
nsel,all al[^pPKZ
esel,all nah?V"
?Y
allsel,all -}6ew@GE
solve IWo'{pk
fini [Mu9"kF
kkl'D!z2g
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!地表沉降 l[E^nh>
!/POST1 .YF1H<gwa
!LCDEF,1,1,, }b2YX+/e$f
!LCDEF,2,2,, +R*DE5dz
!LCASE,2, ai<qK3!O
!LCOPER,SUB,1, ,2, s{^B98d+W
!Nsel,s,loc,Y,H %6Gg&Y$j!
!PLVECT,U, , , ,VECT,ELEM,ON,0 _#{ *I(l
!PLNSOL, U,Y, 0,1.0 T_*inPf
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