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ANSYS 分析
实例集
Whtao1998
汇集
1
1 . AN SY S
SOLID65
环向布置钢筋的子 .............................................................................4
2.
混凝土非线性计算实例(1)-
MI S O
压........................................................................6
3.混凝土非线性计算实
例(2 )
-
MI SO
约压....................................................................7
4.
混凝土非线性计算实例(3)-
KI N H
回......................................................................10
5.混凝土非线性计算实
例(4 )
-
K
INH
压-裂................................................................12
6.混凝土非线性计算实
例(5 )
...........................................................................................13
7.混凝土非线性计算实
例(6 )
...........................................................................................15
8.混凝土非线性计算实
例(7 )
-
MI SO
回......................................................................17
9.混凝土非线性计算实
例(8 )
...........................................................................................19
10.混凝土非线性计算实
例(9 )
-
梁平面应力...................................................................21
11.四层弹簧-质点模型的地震分析...................................................................................23
12.悬臂梁地震分析...............................................................................................................49
13.用
beam
54
单元描述变截面梁的子...........................................................................73
14
.变
截面梁实例...................................................................................................................74
15.拱桥浇筑过程分析-单元生死应用例 ..........................................................................75
16.简支梁实体与预应力钢筋分析实例................................................................................76
17. 简单的二维焊接分析-单元生死实例.........................................................................78
18.隧道开挖(三维)的命令流............................................................................................85
19.岩土接触分析实例..........................................................................................................102
20.钢筋混凝土管的动力响应特性分析实例...................................................................... 110
21.隧道模拟开挖命令流(入门)...................................................................................... 117
22.螺栓连接的模拟实现问题..............................................................................................120
23.道路的基层、垫层模量与应力之间的关系..................................................................130
23.滞回分析......................................................................................................................... .152
24.模拟某楼层浇注.............................................................................................................154
25.在面上施加移动的面力.................................................................................................156
27
.在任意面施加任意方向任意变化的压力 .....................................................................160
28
.预紧分析 .........................................................................................................................161
29
.几何非线性+塑性+接触+蠕变....................................................................................163
30
.埋设在地下的排水管道 .................................................................................................168
32
.幕墙企业玻璃简化计算 .................................................................................................173
33
.等截面杆单元生死应用实例 .........................................................................................189
34
.梁板建模联系 .................................................................................................................190
36.简单的例子-如何对结构的振动控制分析.................................................................193
37
.模态分析结果的输出实例 .............................................................................................195
38
.火车过桥动态加载实例(部分) .................................................................................197
39
.悬索结构的找形和计算的例题 .....................................................................................214
40
.陶瓷杆撞击铝板的例子 .................................................................................................219
41
.求
反作用力的 APDL 命令法 ........................................................................................222
42
.LS-DYNA 实例(部分) ..............................................................................................223
43
.路面分层填筑对路基的影响 .........................................................................................224
44
.一个例子(含地震影响,求振兴与频率) .................................................................228
45
.接触面上的压力总和 .....................................................................................................232
46
.施加位置函数荷载 .........................................................................................................236
2
47
.非线性分析考虑刚度退化 .............................................................................................237
48
.一个圆形水池的静力分析 .............................................................................................238
4 9. AN S Y S
中混凝土模式预应力模拟的算例......................................................................239
50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241
51.循环对称结构模态分析.................................................................................................243
52.三角平台受谐波载荷作用的结构响应.........................................................................245
53.三角平台受一地震谱激励的应力分布和支反力.........................................................247
54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249
55.经典层合板理论.............................................................................................................251
56.定
易圆轨迹的例子.......................................................................................................258
57.模
拟门式刚架施工-单元生死...................................................................................258
58.钢
筋混凝土整体式模型例子.......................................................................................261
59.在
荷载步之间改变材料属性例子...............................................................................263
60.含
预应力的特征值屈曲计算.......................................................................................264
61.振
型叠加计算及工况组合例子...................................................................................266
62.柱
子稳定分析算(预应力,特征值屈曲,初始缺陷) ...........................................269
63
.
m
odule
M
Concre
te
!
混凝土模板 ............................................................................272
64.混凝土开裂实例.............................................................................................................280
65.螺
栓网格划分...............................................................................................................281
66.自
由液面的土石坝平面渗流分析...............................................................................282
67.导
出刚度矩阵...............................................................................................................286
68.某
混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287
69.移
动温度荷载计算.......................................................................................................294
70.
SHSD
用于壳-实体装配实例 An .................................................................................296
71.ansys 显示-隐式-回弹分析实例 .........................................................................300
72.工况组合的经典例子...................................................................................................315
3
1.ANSYS
SOLID65
环向布置钢筋的例子
!
一个管道,环向配筋率为
1%,纵向配筋率为
0.5%, 径向 配筋 率为
0.1%
!
FINISH
/CLEAR
/PREP7
!*
!
单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数
1:不 同 方 向配 筋
R,1,2,.001,
,
,2,
.01,
RMORE,
90, ,2,.005 ,90 ,90
,
!Adds
real
constants
to
a
set.
!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTE MP, 1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TB PT,,0.0005,15
TBPT,,0.001,21
TB PT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
!抗拉和抗压是
10
倍的关
系 TBDATA,,,,1,,,
MPTEMP,,,,,,,,
4
MPTE MP, 1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,
!
管道内径和外径
CYL4,0,0,3000,
,
,
,1000
0
CYL4,0,0,2000,
,
,
,10000
VSBV,
1,
2
!
定义局部柱坐标
CSWPLA,11,1,1,1,
!
Defines
a
local
coordinate
system
at
the
origin
of
the workin
g
plane.
KWPAVE,
11
!move
to
keypoint11
WPRO,,-90.000000,
VSBW,
3
WPCSYS,-1,0
!Defines the working plane
location
based
on
a
coordinate
syste
m.
KWPAVE,
1
WPRO,,,-90.000000
VSB W,ALL
ESIZE,500,0,
!
注意:设定单元局部坐标
VATT,
1,
1,
1,
11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
!Displays
ele ments
with
shapes
determined
from the
real
constan
ts
or section
/REP LO
!
注意:红色代表最大配筋方向,绿色代表其次,蓝色表示最小配筋方向
5
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