看看我的命令流ANSYS代码分享及技术交流

/clear
/title,the compressive behavior of masory column
/prep7
!参数设置(单位为:N,mm)
et,1,solid65
mp,ex,1,2654
mp,nuxy,1,0.15
r,1
tb,concrete,1
tbtemp,0
tbdata,,0.3,0.9,0.31,-1
TB,KINH,1,1,11,0
TBTEMP,0
TBPT,,0.0003,0.7963
TBPT,,0.0006,1.4116
TBPT,,0.0009,1.8869
TBPT,,0.0012,2.2540
TBPT,,0.0015,2.5375
TBPT,,0.0018,2.7563
TBPT,,0.0021,2.9257
TBPT,,0.0024,3.0562
TBPT,,0.0027,3.1574
et,2,solid45
mp,ex,2,2e6
mp,nuxy,2,0.2
r,2
blc4,,,240,370,720
block,0,240,0,370,-20,0
block,0,240,0,370,720,740
ALLSEL,ALL
nummrg,node
nummrg,kp
numcmp,all
esize,100
TYPE,1
MAT,1
REAL,1
vmesh,1
esize,100
TYPE,2
MAT, 2
REAL,2
vmesh,2
esize,100
TYPE,2
MAT, 2
REAL,2
vmesh,3
/out
nsel,s,loc,Z,-20
d,all,all
nsel,all
nsel,s,loc,Z,740
sf,,pres,-2.0
nsel,all
finish
nsel,all
finish

/solu
outres,all,all
nsubst,100,0,10
CNVTOL,F, ,0.05,2
neqit,50
solve
小弟刚开始学习ANSYS，用10.0建了个砖柱抗压的整体式模型，但是算不了，哪位大虾帮忙看看什么问题？
谢谢了。