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ANSYS经典实例汇集.part1.rar
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1.ANSYS SOLID65 环向布置钢筋的例子.............................................................................4 3 S0 h' l1 {2 @4 b. k: ^
2.混凝土非线性计算实例(1)- MISO 单压........................................................................6
( Z+ N, N9 ?; d) y$ V; B3.混凝土非线性计算实例(2)- MISO 约束压....................................................................7 7 z- t1 A1 B( a% P" w8 r8 Q; [% w# a
4.混凝土非线性计算实例(3)- KINH 滞回......................................................................10
1 V% J" I; I4 f9 u1 F* Q) q5.混凝土非线性计算实例(4)- KINH 压-拉裂................................................................12
" f9 j! s$ |3 N& x6.混凝土非线性计算实例(5)...........................................................................................13
7 ?& ?! ?% r3 f9 J( p1 q7.混凝土非线性计算实例(6)...........................................................................................15
% u0 \* T8 \7 l3 H0 X/ w8.混凝土非线性计算实例(7)- MISO 滞回......................................................................17
# R* B4 O8 [ N2 X. {/ r' [* G9.混凝土非线性计算实例(8)...........................................................................................19
- Z2 N: W3 Q7 m2 t* f10.混凝土非线性计算实例(9)-梁平面应力...................................................................21 + f" M: \& J1 U) R" [
11.四层弹簧-质点模型的地震分析...................................................................................23
/ T- p1 o3 Y" i' O( m12.悬臂梁地震分析...............................................................................................................49
. {1 x/ q. C8 k4 _/ |! i8 `13.用 beam 54 单元描述变截面梁的例子...........................................................................73 2 i% r! w2 l$ `# ?; p: L9 Q
14.变截面梁实例...................................................................................................................74 : k* Q7 P2 a- s3 I3 {. E
15.拱桥浇筑过程分析-单元生死应用实例..........................................................................75
|5 |7 Z) M; j: M$ j16.简支梁实体与预应力钢筋分析实例................................................................................76
3 ]7 y# T' g& v B/ ^9 _17. 简单的二维焊接分析-单元生死实例.........................................................................78 9 s3 G$ {! [, I0 ]) m8 f- f, q: i' U
18.隧道开挖(三维)的命令流............................................................................................85
3 {+ E! J& T" k G; X# m% u- h }19.岩土接触分析实例..........................................................................................................102 7 C- b( R; _3 {
20.钢筋混凝土管的动力响应特性分析实例......................................................................110
, o* u( Z u& @# ~1 p/ V21.隧道模拟开挖命令流(入门)......................................................................................117
0 N0 |; `6 w8 n22.螺栓连接的模拟实现问题..............................................................................................120 ' O$ s# C" I9 n) L
23.道路的基层、垫层模量与应力之间的关系..................................................................130 ' G: r! K/ B' Y* S% ?# `
23.滞回分析..........................................................................................................................152
+ [# j& j# V) e0 e3 |: b- r24.模拟某楼层浇注.............................................................................................................154
3 c8 y% ^6 C' v9 \7 B0 o, y25.在面上施加移动的面力.................................................................................................156
+ ]8 j8 A9 q9 r: h27.在任意面施加任意方向任意变化的压力.....................................................................160
3 [2 H) c6 O, G. _6 r( |, s, N28.预紧分析.........................................................................................................................161 # R, {5 c4 y6 b4 W7 |8 c7 s6 ^
29.几何非线性+塑性+接触+蠕变....................................................................................163
0 H8 {9 X# l! K30.埋设在地下的排水管道.................................................................................................168 ! S2 Q0 S- \# L5 L6 q. f$ l
32.幕墙企业玻璃简化计算.................................................................................................173 7 P, k H/ L m& ^5 L
33.等截面杆单元生死应用实例.........................................................................................189
) B- i& @7 v D& ? F4 }2 x34.梁板建模联系.................................................................................................................190
9 r; e$ G0 w! W8 ~) G' ^8 A36.简单的例子-如何对结构的振动控制分析.................................................................193
% S$ a4 W: i) H3 Q3 s. G) a3 J& W37.模态分析结果的输出实例.............................................................................................195
9 Y8 I6 Q& f, X+ i4 e38.火车过桥动态加载实例(部分).................................................................................197 4 ~% ]( K* |3 X7 o) [
39.悬索结构的找形和计算的例题.....................................................................................214 $ G" D8 T( _5 E* {
40.陶瓷杆撞击铝板的例子.................................................................................................219 9 ~' S! U3 Y* n
41.求反作用力的APDL 命令法........................................................................................222
# J! q" B& g4 f3 X42.LS-DYNA 实例(部分)..............................................................................................223
+ M) b2 c, C. f% D( R0 H, U43.路面分层填筑对路基的影响.........................................................................................224 6 A- _3 `( k, L- P+ n4 W
44.一个例子(含地震影响,求振兴与频率).................................................................228
: o9 C$ a& L; }4 b3 R5 ?+ ~45.接触面上的压力总和.....................................................................................................232 / ?2 [5 w9 n+ k3 W3 X
46.施加位置函数荷载.........................................................................................................236 2 s) _1 w% w3 _
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. z, _! b& h9 n4 t; u' d" s47.非线性分析考虑刚度退化.............................................................................................237 ) [9 J1 Q5 ?# T
48.一个圆形水池的静力分析.............................................................................................238
) S R8 }6 W( p5 x6 e49.ANSYS 中混凝土模式预应力模拟的算例......................................................................239 1 k1 N3 Y; t/ }- g6 s7 s5 s
50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241 % y# }" _; N0 P( L
51.循环对称结构模态分析.................................................................................................243
0 r7 D* F. Z9 s6 V( H52.三角平台受谐波载荷作用的结构响应.........................................................................245 ! @, }2 [: G0 a% A& A4 K$ |$ v
53.三角平台受一地震谱激励的应力分布和支反力.........................................................247
8 ^+ W1 W! ^0 S' W6 }, {! l54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249
, K/ R; |; W8 @; T55.经典层合板理论.............................................................................................................251 3 L- H b" z! }5 u: ?7 g, K
56.定易圆轨迹的例子.......................................................................................................258 6 P) l' E. q) F C8 Q. e4 E
57.模拟门式刚架施工-单元生死...................................................................................258
) u H4 G( N# z+ |) Q: h$ i58.钢筋混凝土整体式模型例子.......................................................................................261 8 A6 s5 @) |( \
59.在荷载步之间改变材料属性例子...............................................................................263
& q/ `0 P, ~. Q/ n' p' J0 V" r60.含预应力的特征值屈曲计算.......................................................................................264 , X9 c6 w4 S/ f4 X- l( B7 r
61.振型叠加计算及工况组合例子...................................................................................266 9 H7 \) f7 c3 l; e1 Y
62.柱子稳定分析算(预应力,特征值屈曲,初始缺陷)...........................................269
1 r; _' Y3 ?9 z/ x& B7 u63. module MConcrete !混凝土模板 ............................................................................272 ' O; o; R- _% q9 J, E6 z6 }& I* s
64.混凝土开裂实例.............................................................................................................280
: U; m* ]$ r3 ^65.螺栓网格划分...............................................................................................................281 ) z/ X6 X" G* T
66.自由液面的土石坝平面渗流分析...............................................................................282
# m' M" x1 |$ k. S) a67.导出刚度矩阵...............................................................................................................286
, l7 @9 O( q! l6 y* I& h1 {3 j68.某混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287
# i4 j, D! _; W69.移动温度荷载计算.......................................................................................................294
' _' f0 K D; S70.SHSD 用于壳-实体装配实例An .................................................................................296
" v- [" ^+ T9 K& H71.ansys 显示-隐式-回弹分析实例.........................................................................300
5 ]. M2 ^/ K9 P- k+ v1 J72.工况组合的经典例子...................................................................................................315 |
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