前辈您好,我用3dec模拟边坡开挖,添加的锚杆有应变,但与之接触的岩土体应力应变没有受锚杆影响,这是为什么呢,望前辈指教,下面是我的代码:
RICm$, rest chushiyingli
e)?}2 ;;;;;位移和应力清0
\Db`RvEmR reset disp
fWA#n reset stress
g,iW^M ef7 U7 Ig!0A}f ;;;;;;第一步开挖
Y5C kC F delete material 1 2
nU{Qi;0 solve
7{M&9| aK save 1st
[g}#R#Y) u8JH~b ;;;;;;第二步开挖
Z}0{FwW"4 reset disp
^C~_}/cZ delete material 16 17
2>X yrG solve
\Cq4r4' save 2nd
A405igF qm/>\4eLt ;;开挖第三级
tQNc+>7k+u reset disp
dr"$@ delete material 3 4
5!'1;GLs struct cable 100.88 0.5 129.91 119.67 0.5 136.75 prop 8 seg 10 tens 4e8
M1/(Xla3 struct cable 125.33 0.5 131.74 106.54 0.5 124.90 prop 8 seg 10 tens 4e8
$s1/Rmw struct prop 8 area 5e-4 e 100000 yield 0.55 kbond 15e4 sbond 1e6
CzreX3i solve
`'iO+/;GY save 3rd
.'66]QW 下面是结果:
u!~kmIa4