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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 * B6 y8 T/ ?% c1 y. G- \
2.混凝土非线性计算实例(1)- MISO 单压........................................................................6 k; L/ r- i6 Z* S& t$ H
3.混凝土非线性计算实例(2)- MISO 约束压....................................................................7 3 }/ ]" |; H7 u7 a1 W
4.混凝土非线性计算实例(3)- KINH 滞回......................................................................10 9 `' r5 x7 p' o: U
5.混凝土非线性计算实例(4)- KINH 压-拉裂................................................................12
7 @5 F: @( c* V6.混凝土非线性计算实例(5)...........................................................................................13
% ^) ~6 u( D* ~! n5 s. U4 G7.混凝土非线性计算实例(6)...........................................................................................15 - {$ v& y4 v3 k
8.混凝土非线性计算实例(7)- MISO 滞回......................................................................17 $ M0 F5 d; C2 G# L
9.混凝土非线性计算实例(8)...........................................................................................19
$ V8 _; A. N2 d2 w10.混凝土非线性计算实例(9)-梁平面应力...................................................................21
* H+ K9 }+ s6 j1 L; q. U7 d11.四层弹簧-质点模型的地震分析...................................................................................23 6 }) L6 V& z7 z' O9 k
12.悬臂梁地震分析...............................................................................................................49 ( f& M4 h2 T, R% Q
13.用 beam 54 单元描述变截面梁的例子...........................................................................73
4 K1 k5 Q( [' ^; E; R14.变截面梁实例...................................................................................................................74
# i& ~3 H! w* ^6 q" P" k, n1 E15.拱桥浇筑过程分析-单元生死应用实例..........................................................................75
& k2 N( L8 A9 }: g! a- m* [* M16.简支梁实体与预应力钢筋分析实例................................................................................76
$ A* z0 e5 c ]' Z( f4 L% O17. 简单的二维焊接分析-单元生死实例.........................................................................78 # U# C3 j% g# ^& U& ^* t
18.隧道开挖(三维)的命令流............................................................................................85 8 N2 W0 U! o6 v2 s* m
19.岩土接触分析实例..........................................................................................................102 o* f t* |# q# ^; V
20.钢筋混凝土管的动力响应特性分析实例......................................................................110
3 V' _# [7 q9 H P! b1 P21.隧道模拟开挖命令流(入门)......................................................................................117
- c0 v- Z$ `& t) t s+ l* }5 d: Y( j22.螺栓连接的模拟实现问题..............................................................................................120
5 Z* N h; C. V- u; a23.道路的基层、垫层模量与应力之间的关系..................................................................130
! b$ L1 a; ^6 N% e+ Q23.滞回分析..........................................................................................................................152
, k7 i" K7 k- o: B24.模拟某楼层浇注.............................................................................................................154 + I3 |- I6 a% C+ ^! T+ P) z" }; \
25.在面上施加移动的面力.................................................................................................156
# l* f9 D \2 F: \7 I. L27.在任意面施加任意方向任意变化的压力.....................................................................160
4 |' P. G5 }% i3 F+ W28.预紧分析.........................................................................................................................161
- M8 C& F4 R" T& |) a29.几何非线性+塑性+接触+蠕变....................................................................................163 9 ?- Y W5 _/ A( i
30.埋设在地下的排水管道.................................................................................................168
& e) c" A- n: h4 j) }6 d32.幕墙企业玻璃简化计算.................................................................................................173 % u8 u4 R6 j7 e
33.等截面杆单元生死应用实例.........................................................................................189 * U9 _* d* d3 m
34.梁板建模联系.................................................................................................................190 + h' H: m' e) U. y* W0 U8 A
36.简单的例子-如何对结构的振动控制分析.................................................................193
& P# p! k# S( i37.模态分析结果的输出实例.............................................................................................195
" r$ I2 \5 t8 x( g+ t38.火车过桥动态加载实例(部分).................................................................................197 , V8 C6 E/ w2 D
39.悬索结构的找形和计算的例题.....................................................................................214
* z' m' X9 Y2 X40.陶瓷杆撞击铝板的例子.................................................................................................219 : N" \7 O% `5 v8 f" V* t
41.求反作用力的APDL 命令法........................................................................................222 6 L8 L7 H5 Z$ s, y, S2 s* z4 D c
42.LS-DYNA 实例(部分)..............................................................................................223
. m! ^2 C8 d. ]3 u1 D43.路面分层填筑对路基的影响.........................................................................................224 5 p- s* O6 n" v9 Z
44.一个例子(含地震影响,求振兴与频率).................................................................228
2 Y/ h6 q5 s9 y7 f45.接触面上的压力总和.....................................................................................................232
: j3 O0 w- N! `0 C46.施加位置函数荷载.........................................................................................................236
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47.非线性分析考虑刚度退化.............................................................................................237
+ ~/ w! y; A1 y+ I: c4 \" V48.一个圆形水池的静力分析.............................................................................................238
& H8 ?4 p9 E& f9 w49.ANSYS 中混凝土模式预应力模拟的算例......................................................................239 4 O+ P) |- P+ D3 c7 o3 H( H
50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241
% o' {3 b p. B0 ^/ l. k, _* A8 N+ `51.循环对称结构模态分析.................................................................................................243
9 N1 [+ F( v, F. H1 D52.三角平台受谐波载荷作用的结构响应.........................................................................245
) R' D/ h X1 w" L53.三角平台受一地震谱激励的应力分布和支反力.........................................................247
- o4 ^$ b2 B( h- I! c4 ?. K; @54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249 2 A* z# j* @1 D e* |( G
55.经典层合板理论.............................................................................................................251 / [6 U" S" o- J: x$ ]( q0 B
56.定易圆轨迹的例子.......................................................................................................258
% p+ ^+ Z6 Z7 |# ]0 y57.模拟门式刚架施工-单元生死...................................................................................258
! j8 d# _7 W2 Z7 {' n( G, f; P58.钢筋混凝土整体式模型例子.......................................................................................261
, c% M2 t# M" k, Z$ c$ P59.在荷载步之间改变材料属性例子...............................................................................263
; A: U1 c/ V+ j$ B" [9 Q) f4 y; c60.含预应力的特征值屈曲计算.......................................................................................264
$ Y& q/ N5 Z0 Y9 A+ t61.振型叠加计算及工况组合例子...................................................................................266 $ R8 {3 s: @8 w0 j
62.柱子稳定分析算(预应力,特征值屈曲,初始缺陷)...........................................269
) I, K1 U( z2 t- H63. module MConcrete !混凝土模板 ............................................................................272
8 f% t" i& h+ r% S6 K" r. @64.混凝土开裂实例.............................................................................................................280
6 X' w/ J1 _4 F, @' V$ l% u65.螺栓网格划分...............................................................................................................281
: r5 z+ Y: j( {; K w66.自由液面的土石坝平面渗流分析...............................................................................282
0 r. o0 u' T0 h% k( i5 D& \6 ^67.导出刚度矩阵...............................................................................................................286
6 Z( @! S4 C. Z; v6 m68.某混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287
# o9 r0 c( ]. L+ W. [69.移动温度荷载计算.......................................................................................................294
/ R# y5 e* m$ _' j+ h! ]0 g70.SHSD 用于壳-实体装配实例An .................................................................................296
! T6 S9 A) v3 c) X ^71.ansys 显示-隐式-回弹分析实例.........................................................................300 ; U* M: J2 Q% D
72.工况组合的经典例子...................................................................................................315 |
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