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ANSYS经典实例汇集.part1.rar
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: j, [6 u8 |2 H& T |0 s1.ANSYS SOLID65 环向布置钢筋的例子.............................................................................4
% B4 {! u. H* K% h* w p. Q" F$ v) {2.混凝土非线性计算实例(1)- MISO 单压........................................................................6
9 F* w8 p& Y H' g3.混凝土非线性计算实例(2)- MISO 约束压....................................................................7
5 X! \, Z: _6 V8 M( Y0 A$ N4.混凝土非线性计算实例(3)- KINH 滞回......................................................................10
, C8 }! ^" @" I% y" G- U. o! F5.混凝土非线性计算实例(4)- KINH 压-拉裂................................................................12
/ l0 C; f7 l7 a: ^+ j5 Q, a6.混凝土非线性计算实例(5)...........................................................................................13
$ w, V9 t& h' _2 M; h: Y4 ~4 C7.混凝土非线性计算实例(6)...........................................................................................15 + A* S* x9 y) F9 F
8.混凝土非线性计算实例(7)- MISO 滞回......................................................................17
+ g: p. W+ c$ h. M+ R |: o+ U& A9.混凝土非线性计算实例(8)...........................................................................................19 : a2 U) u5 I% g4 ]& v7 V: I
10.混凝土非线性计算实例(9)-梁平面应力...................................................................21
4 w4 i E4 d( s% f R% e1 u0 z11.四层弹簧-质点模型的地震分析...................................................................................23
2 `0 L4 B3 S. V- v" {: k- D9 n, [, x12.悬臂梁地震分析...............................................................................................................49 7 X, l6 u$ a. [9 o/ O
13.用 beam 54 单元描述变截面梁的例子...........................................................................73 6 X+ _5 M9 H C
14.变截面梁实例...................................................................................................................74
3 B* {- S7 B, A* x7 d( C' l. K# n15.拱桥浇筑过程分析-单元生死应用实例..........................................................................75
5 j K( g8 Q& g0 _% r16.简支梁实体与预应力钢筋分析实例................................................................................76 3 v* {3 U b. C
17. 简单的二维焊接分析-单元生死实例.........................................................................78
$ g, w2 t0 ?- y+ `18.隧道开挖(三维)的命令流............................................................................................85
7 o& r) z* ^; u! I3 N0 M1 q: y19.岩土接触分析实例..........................................................................................................102
9 d3 D6 f9 |1 `/ m20.钢筋混凝土管的动力响应特性分析实例......................................................................110 + ^, b1 d7 D5 T
21.隧道模拟开挖命令流(入门)......................................................................................117
/ L" l0 w5 f) J2 |- W- `: p8 `22.螺栓连接的模拟实现问题..............................................................................................120 " a, D. v0 w: H" u; T) o. S
23.道路的基层、垫层模量与应力之间的关系..................................................................130
8 Y" k w9 C5 ?! u* n* [% Q23.滞回分析..........................................................................................................................152
8 `% X# h$ \% P: Q4 J& S/ H7 [, l24.模拟某楼层浇注.............................................................................................................154 2 P: |$ s1 S8 b! H
25.在面上施加移动的面力.................................................................................................156 $ s6 _8 a7 n& X- ~% B
27.在任意面施加任意方向任意变化的压力.....................................................................160
G, M: w3 Z; n7 z5 Q; ^9 a/ H9 J28.预紧分析.........................................................................................................................161
( K O/ K7 @+ N( c29.几何非线性+塑性+接触+蠕变....................................................................................163
0 `% f; ^ A _30.埋设在地下的排水管道.................................................................................................168 6 e; m# r2 D. f
32.幕墙企业玻璃简化计算.................................................................................................173
! h" p+ w( o! v! }8 \5 {+ @, x. M33.等截面杆单元生死应用实例.........................................................................................189 . r- }' E k7 e; y/ c& W' U/ }: {
34.梁板建模联系.................................................................................................................190 # q4 V& k5 J" g' a& Z7 F8 i
36.简单的例子-如何对结构的振动控制分析.................................................................193 - b0 j9 L3 n, c
37.模态分析结果的输出实例.............................................................................................195
t; Q) r7 w% ~2 y/ u38.火车过桥动态加载实例(部分).................................................................................197
0 y% `6 h/ m" L9 s( g39.悬索结构的找形和计算的例题.....................................................................................214 . ?9 c- [* Y/ f4 T" T7 g
40.陶瓷杆撞击铝板的例子.................................................................................................219 X7 _. W; Z+ l. L N
41.求反作用力的APDL 命令法........................................................................................222
; e1 p9 Z5 S* P+ @42.LS-DYNA 实例(部分)..............................................................................................223 % f& Y! f W3 }* @: c& m! `& r
43.路面分层填筑对路基的影响.........................................................................................224
0 c- c, o' s( w5 L* d9 x- V44.一个例子(含地震影响,求振兴与频率).................................................................228 . h; U+ N* s5 L' J) @5 G \
45.接触面上的压力总和.....................................................................................................232 % L; {. E( p/ d1 Z
46.施加位置函数荷载.........................................................................................................236 6 ]9 x# R, M! v5 \3 V0 o
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/ @3 S- m7 E# I: Z" e# V47.非线性分析考虑刚度退化.............................................................................................237
' B/ ]& z, E4 E48.一个圆形水池的静力分析.............................................................................................238
: _2 x. a7 h6 C& ]49.ANSYS 中混凝土模式预应力模拟的算例......................................................................239 1 Z& C* C9 _; J- ?: h$ O
50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241 2 @: n& i8 m* D# p# g0 B& L4 ~0 Q
51.循环对称结构模态分析.................................................................................................243
S( p: U/ x" w+ d; c& r52.三角平台受谐波载荷作用的结构响应.........................................................................245 " \6 r4 N H* J5 c6 d( V2 y; Q9 j
53.三角平台受一地震谱激励的应力分布和支反力.........................................................247 1 [0 S, L l, e
54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249 , `! X; N( }' ~$ J
55.经典层合板理论.............................................................................................................251 7 T, b0 m9 u# ^) S& j8 }; _/ T0 V
56.定易圆轨迹的例子.......................................................................................................258
& i4 @; P, f/ r3 s! c+ |57.模拟门式刚架施工-单元生死...................................................................................258 ; ^# r, e5 V9 ], I
58.钢筋混凝土整体式模型例子.......................................................................................261 * K" @* U, v) O2 ]" ~
59.在荷载步之间改变材料属性例子...............................................................................263 $ }- {0 P3 N- g
60.含预应力的特征值屈曲计算.......................................................................................264 ; U! ^9 W" p5 I5 b
61.振型叠加计算及工况组合例子...................................................................................266 : |6 C2 R5 m( N
62.柱子稳定分析算(预应力,特征值屈曲,初始缺陷)...........................................269 X# F6 L3 J8 c8 e8 C% Q" @$ y
63. module MConcrete !混凝土模板 ............................................................................272
& g) T3 t( y: f" @; K64.混凝土开裂实例.............................................................................................................280 # h3 g e+ |2 m
65.螺栓网格划分...............................................................................................................281 & R: q# R/ g+ i3 d
66.自由液面的土石坝平面渗流分析...............................................................................282
3 O3 n* Y* x& S6 N. |67.导出刚度矩阵...............................................................................................................286
& ^" `" \- ^% y$ r/ B68.某混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287 8 Y2 i: x8 D' ?( t
69.移动温度荷载计算.......................................................................................................294 5 _# v* f1 f- `, N
70.SHSD 用于壳-实体装配实例An .................................................................................296
( u2 D, E4 C! a* Q+ Q4 Q* E& r71.ansys 显示-隐式-回弹分析实例.........................................................................300 ! ]7 g( V, U, E' \# o2 L/ ^
72.工况组合的经典例子...................................................................................................315 |
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