以下为代码:
fini
/cle
/prep7
ET,1,BEAM161
KEYOPT,1,1,1
KEYOPT,1,2,2
KEYOPT,1,4,1,
KEYOPT,1,5,2
ET,2,BEAM161
KEYOPT,2,1,1
KEYOPT,2,2,2
KEYOPT,2,4,2,
KEYOPT,2,5,2
ET,3,BEAM161
KEYOPT,3,1,1
KEYOPT,3,2,2
KEYOPT,3,4,3,
KEYOPT,3,5,2
*SET,_RC_SET,1,
R,1
RMODIF,1,1,0,0,0,0,0,
RMODIF,1,6,0,0
RMODIF,1,13,0,0,1
RMODIF,1,16,0.3,0.016,0.3,0.01,0,0,
RMODIF,1,13,0
RMODIF,1,14,0
*SET,_RC_SET,2,
R,2
RMODIF,2,1,0,0,0,0,0,
RMODIF,2,6,0,0
RMODIF,2,13,0,0,1
RMODIF,2,16,0.3,0.016,0.4,0.01,0,0,
RMODIF,2,13,0
RMODIF,2,14,0
*SET,_RC_SET,3,
R,3
RMODIF,3,1,0,0,0,0,0,
RMODIF,3,6,0,0
RMODIF,3,13,0,0,1
RMODIF,3,16,0.3,0.016,0.5,0.01,0,0,
RMODIF,3,13,0
RMODIF,3,14,0
et,4,solid164
mp,ex,1,2.06e8
mp,dens,1,7.85
mp,nuxy,1,0.3
tb,plaw,1,,,1 !定义plastic kinematic模型
tbdata,,345e3,2.06e6,,,,0.01 !定义屈服应力、切线模量及材料失效应变
k
k,,,,3.6
k,,,10,3.6
kgen,4,all,,,6
*dim,line,,7,3 !定义line数组
*dim,tr,,7 !定义tr数组
line(1,1)=1,4,7,10,2,5,8 !第一列,直线起点
line(1,2)=2,5,8,11,5,8,11 !第二列,直线终点
line(1,3)=3,6,9,12,3,3,3 !第三列,直线方向点
tr(1)=2,3,3,2,1,1,1 !tr数组赋值(单元类型及实常数)
*do,i,1,7
l,line(i,1),line(i,2)
latt,1,tr(i),tr(i),,line(i,3)
lesize,i,,,5
lmesh,i
*enddo
egen,6,100,all,,,,,,,,,,3.6
lclear,2 !去掉失效构件
block,-6,24,-6,6,-0.5
type,4
esize,3
vmesh,1
nummrg,node !合并节点的目的:去掉刚才复制标准层时的重复点以及合并底面与框架边界的重合点
edpart,create !创建part
edrd,d2r,4 !变形体转换为刚体
edcgen,assc !定义自动单面接触及参数
edcontact !定义附加接触参数
!施加位移边界条件
/solu
nsel,,loc,z,-0.5
d,all,all
!定义时间和荷载组
*dim,t,,2 !定义时间数组t,2行
*dim,q,,2 !定义荷载数组q,2行
*dim,f,,2 !定义荷载数组f,2行
*dim,t1,,3 !定义时间数组t1,2行
*dim,ft,,3 !定义荷载数组ft,3行
t(1)=0,1 !数组t赋值
q(1)=70,70 !数组q赋值
f(1)=2859.33,2859.33 !数组f赋值
t1(1)=0,0.033,1 !数组t1赋值
ft(1)=0,-2859.33,-2859.33 !数组ft赋值
!加载
esel,,type,,1 !选择全部梁单元
cm,eset,elem !定义elem组元
nsel,,node,,13 !选择失效点
cm,nset,node !定义nset组元
cm,nset1,node !定义nset1组元
edload,,press,3,eset,t,q,1 !施加均布荷载(动力松弛)
edload,,fz,,nset,t,f,1 !施加集中力(动力松弛)
edload,,fz,,nset1,t1,ft !施加集中力(瞬态分析)
eddamp,,,0.576 !定义质量阻尼
eddamp,1,,0.000502 !对part1定义刚度阻尼
eddamp,2,,0.000502 !对part2定义刚度阻尼
eddamp,3,,0.000502 !对part3定义刚度阻尼
time,1 !设置求解时间
edrst,,0.005 !设置结果文件输出间隔
edhtime,,0.005 !设置时程文件输出间隔
edopt,,,both !设置输出文件类型
!求解
allsel
solve
fini
/post26
nsol,2,13,u,z,uz !选择失效点的z向变形
prvar,2
plvar,2 |