24小时热门版块排行榜

>论坛更新日志 (2804)
>虫友互识 (370)
>导师招生 (132)
>文献求助 (112)
>硕博家园 (74)
>休闲灌水 (73)
>考博 (27)
>论文投稿 (23)
>博后之家 (22)
>基金申请 (19)
>公派出国 (18)
>教师之家 (17)
>考研 (17)
>标准与专利 (15)
>找工作 (15)
>论文道贺祈福 (14)

返回列表

实体建模初学

新虫 (初入文坛)

应助: 0 (幼儿园)
金币: 37
帖子: 12
在线: 3.2小时
虫号: 1859655
注册: 2012-06-14
专业: 结构工程

[求助] 如何位移加载

我做的模型用力加载的话荷载位移曲线后面段不正确想改用位移加载

我就用王新敏那本书上p485 那个简支梁的例子试试看

现在有个问题是力加载的时候是加在一个面上
原来的命令流是Asel,s,loc,z,0,50
Asel,r,loc,y,300
sfa,all,1,pres,q0
那我位移加载的时候是不是就该成
Asel,s,loc,z,0,50
Asel,r,loc,y,300
da,all,uy,-6

求节点反力的时候支座上的节点就211 213 216 三个点
不知道我下面这样命令流哪里错了我得到的荷载位移曲线还是错了节点反力求出来的荷载比实际小了一倍  可是我明明乘过2了
/POST26
NSOL,2,205,U,Y
Prod,3,2,,,,,,       -1

RFORCE,4,211,F,Y
RFORCE,5,213,F,Y
ADD,6,4,5

RFORCE,7,216,F,Y
ADD,8,6,7
Prod,9,8,,,,,,       2/1000

PRVAR,3,9
Xvar,3                !定义变量3为x轴
Plvar,9

下面是整条命令流

finish
/clear
/config,nres,2000
/prep7
et,1,solid65,,,,,,,1
et,2,link8
mp,ex,1,13585
mp,prxy,1,0.2
fc=14.3
ft=1.43
tb,concr,1
tbdata,,0.5,0.95,ft,-1  !关闭压碎
tb,miso,1,,11
tbpt,,0.0002,fc*0.19
tbpt,,0.0004,fc*0.36
tbpt,,0.0006,fc*0.51
tbpt,,0.0008,fc*0.64
tbpt,,0.0010,fc*0.75
tbpt,,0.0012,fc*0.84
tbpt,,0.0014,fc*0.91
tbpt,,0.0016,fc*0.96
tbpt,,0.0018,fc*0.99
tbpt,,0.002,fc
tbpt,,0.0033,fc*0.85
mp,ex,2,2.0e5
mp,prxy,2,0.3
tb,biso,2
tbdata,,300,0
pi=acos(-1)
r,1,0.25*pi*22*22
r,2,0.25*pi*22*22/2
r,3,0.25*pi*10*10
r,4,0.25*pi*10*10/2
r,5
!  创建几何模型
blc4,,,150/2,300,2000/2
*do,i,1,9
wpoff,,,100
vsbw,all
*enddo          !切出箍筋位置
wpcsys,-1
wpoff,,,50
vsbw,all          !切出拟加载面
wpcsys,-1
wprota,,-90
wpoff,,,30
vsbw,all          !切出拉区钢筋竖向位置
wpoff,,,240
vsbw,all          !切出压区钢筋竖向位置
wpcsys,-1
wpoff,30
wprota,,,90
vsbw,all          !切出钢筋水平位置
wpcscy,-1
!划分钢筋网格
elemsiz=50
lsel,s,loc,x,30
lsel,r,loc,y,30
cm,zj,line
latt,2,1,2
lesize,all,elemsiz ! 拉区外侧钢筋
lsel,s,loc,x,75
lsel,r,loc,y,30
cm,zjb,line
latt,2,2,2
lesize,all,elemsiz !拉区中间钢筋
lsel,s,loc,x,30
lsel,r,loc,y,270
cm,jlj,line
latt,2,3,2
lesize,all,elemsiz !压区钢筋
lsel,s,tan1,z
lsel,r,loc,y,30,270
lsel,r,loc,x,30,70
lsel,u,loc,z,50
lsel,u,loc,z,0
cm,gj,line
latt,2,3,2
lesize,all,elemsiz !对称位置外的箍筋
lsel,s,loc,z,0
lsel,r,loc,y,30,270
lsel,r,loc,x,30,70
cm,gjb,line
latt,2,4,2
lesize,all,elemsiz !对称位置处的箍筋
lsel,all
cmsel,s,zj
cmsel,a,zjb
cmsel,a,jlj
cmsel,a,gj
cmsel,a,gjb
cm,gj,line
lmesh,all

lsel,all
/eshape,1
eplot
!划分混凝土网格
vatt,1,5,1
mshkey,1
esize,elemsiz
vmesh,all
allsel,all

lsel,s,loc,y,0
lsel,r,loc,z,900
dl,all,,uy
asel,s,loc,z,0
da,all,symm
asel,s,loc,x,75
da,all,symm

Asel,s,loc,z,0,50
Asel,r,loc,y,300
da,all,uy,-6
Allsel,all

/solu
antype,0                !静态分析
nsubst,100             !子步数
outres,all,all             !输出所有求解选项
autos,on             !使用自动时间步
neqit,50             !设置每个荷载子步的迭代次数为50

solve

[ Last edited by 实体建模初学 on 2012-12-24 at 22:46 ]

回复此楼