合完毕
f求解方法NR法：brickwallNRsolutio
displaceme
tload用NR法solutio
solua
type0co
strai
t
selslocz0dallalleselstype2
slesall
selrlocx024dalluyeselstype2
slesall
selrlocx024dalluzlumpmo
solco
trolo
predo
l
srcho
autots1打开自动时间步控制
c
v2如果不收敛时结束而不退出compressio
024E7loadsteps1stacel98
selslocz336
selrlocx00013119esl
s0allsfeall6pres0003compressio
allselallOUTRESERASEOUTRESALLALLNSUBST22001
eqit15KBC0
lgeom1c
vtolf0012005allsellswrite12
dstep
selslocx024esl
s0allsfeall4pres06000593E6
fdallux279E3dallux10E4allselallOUTRESERASEOUTRESALLALLNSUBST2002000100
eqit15KBC0
lgeom1c
vtolf0052005allsellswrite23rdstep
selslocx024esl
s0allsfeall4pres06000593E6dallux279E3dallux25E4allselallOUTRESERASEOUTRESALLALLNSUBST2002000100
eqit15KBC0
lgeom1c
vtolf0092025allsellswrite34thstep
selslocx024esl
s0allsfeall4pres06000593E6dallux279E3dallux40E3allselallOUTRESERASEOUTRESALLALLNSUBST2002000100
eqit15KBC0
lgeom1
fc
vtolf01205allsellswrite4allsellssolve141FINISH也可以用弧长法，不过没有一定经验这比较难控制：mo
obrickwall1arcle
gthsolutio
displaceme
tloadsolutio
solua
type0co
strai
t
selslocz0dallalleselstype2
slesall
selrlocx024dalluylumpmo
solco
trolo
c
v2如果不收敛时结束而不退出compressio
024E7loadstepsfirststepacel98
selslocz336
selrlocx0001312esl
s0allsfeall6pres0003compressio
allselallOUTRESERASEOUTRESALLALLarcle
o
1E5使用弧长法NSUBST200
eqit15KBC0
lgeom1c
vtolf01205allselalllswrite1seco
dstepeselstype2
slesall
selrlocx024
fdalluz
selslocx024esl
s0allsfeall4pres06000593E6dallux250E3dallux351E3allselallOUTRESERASEOUTRESALLALLarcle
o
1E5使用弧长法kbc0NSUBST250arctrmu00028313ux
eqit15
lgeom1c
vtolf00052001c
vtolf005205c
vtolf01205alr