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4 X5 g* w# O4 z0 r4 Y $ U& ^. A+ T7 Q8 S& \3 J K, w6 p6 _' Z9 z 1.ANSYS SOLID65 环向布置钢筋的例子.............................................................................4 ; M9 I, a0 F& b9 U/ c( s) d2.混凝土非线性计算实例(1)- MISO 单压........................................................................6; f& w1 m0 \$ B' |3 S6 v1 V 3.混凝土非线性计算实例(2)- MISO 约束压....................................................................7 , e2 i' w+ ~$ D9 Y& [ R4.混凝土非线性计算实例(3)- KINH 滞回......................................................................10) A9 H6 L/ y; l Q1 M4 k0 C 5.混凝土非线性计算实例(4)- KINH 压-拉裂................................................................12P: D j4 x2 c7 o 6.混凝土非线性计算实例(5)...........................................................................................137 M; b) C! F& w 7.混凝土非线性计算实例(6)...........................................................................................150 N/ U, p; F/ E( B% C1 r8 L* X 8.混凝土非线性计算实例(7)- MISO 滞回......................................................................172 d, J: b5 r1 { S* O, y6 `0 B 9.混凝土非线性计算实例(8)...........................................................................................19 7 n+ v5 U o8 k10.混凝土非线性计算实例(9)-梁平面应力...................................................................21* S$ t) T/ x6 z* A 11.四层弹簧-质点模型的地震分析...................................................................................23% R4 ]7 E; n4 X* h! Y3 Y& V 12.悬臂梁地震分析...............................................................................................................49' Q7 C7 M) h) c 13.用 beam 54 单元描述变截面梁的例子...........................................................................73 4 l2 ]/ I, d) e; C14.变截面梁实例...................................................................................................................747 E. l2 w1 T0 E9 g 15.拱桥浇筑过程分析-单元生死应用实例..........................................................................75 6 H2 q" \9 }# K0 d3 y' f16.简支梁实体与预应力钢筋分析实例................................................................................76/ d3 | s2 v4 ~3 a' s# u/ h: M8 y& ~ 17. 简单的二维焊接分析-单元生死实例.........................................................................785 \! m, Z7 p9 R 18.隧道开挖(三维)的命令流............................................................................................85: g; g- e- k+ T 19.岩土接触分析实例..........................................................................................................102) o0 ?5 h% Q& E& @. _+ J/ Y. U$ x 20.钢筋混凝土管的动力响应特性分析实例......................................................................110$ K* N3 c; {8 {1 Y1 S, ^1 D 21.隧道模拟开挖命令流(入门)......................................................................................117- ^ j( ?9 Y' X% [3 ?$ \ 22.螺栓连接的模拟实现问题..............................................................................................120: \, n; q+ [% |5 X 23.道路的基层、垫层模量与应力之间的关系..................................................................130; q" G; p+ [: X9 H 23.滞回分析..........................................................................................................................152 ! D5 ~# A& t; q9 I/ H( c1 ]- d+ ?24.模拟某楼层浇注.............................................................................................................1549 u9 S% p6 ]. S% c! Q; a6 O9 w 25.在面上施加移动的面力.................................................................................................156 9 r3 }! G, Z; J! }; T. D) g# y27.在任意面施加任意方向任意变化的压力.....................................................................160 # A% |7 j; k3 E28.预紧分析.........................................................................................................................161- i! l( P7 X7 [7 @ 29.几何非线性+塑性+接触+蠕变....................................................................................163 / _; K @8 n0 s" \2 U30.埋设在地下的排水管道.................................................................................................168$ D2 w$ `+ W5 q" H1 A, Q% j' \ 32.幕墙企业玻璃简化计算.................................................................................................1735 j# X. r0 ^' B& D: P8 X 33.等截面杆单元生死应用实例.........................................................................................1899 Z* x; m( L" z7 { 34.梁板建模联系.................................................................................................................190 7 y5 \0 ^# g& h# `36.简单的例子-如何对结构的振动控制分析.................................................................193 2 `) F+ L, n ]+ k2 z37.模态分析结果的输出实例.............................................................................................195 : y$ r0 ?6 t, _7 A8 _; |/ L4 m1 W7 U38.火车过桥动态加载实例(部分).................................................................................197 , ] d& p2 j% K4 k; h39.悬索结构的找形和计算的例题.....................................................................................214 7 |$ }- x( B4 A40.陶瓷杆撞击铝板的例子.................................................................................................2192 N1 h8 `6 H$ W X2 z5 j7 M 41.求反作用力的APDL 命令法........................................................................................222' k& [5 |( l, j 42.LS-DYNA 实例(部分)..............................................................................................2230 l# C5 v% P& f2 x4 h+ Y+ r4 ] 43.路面分层填筑对路基的影响.........................................................................................2242 d! W; I/ x" m& M# ^3 c) K' b# G' c1 A 44.一个例子(含地震影响,求振兴与频率).................................................................228 @2 N6 g; \4 } s, R45.接触面上的压力总和.....................................................................................................232/ O7 g$ e ?5 y1 a m 46.施加位置函数荷载.........................................................................................................236 . r% X' x6 o) w; a/ ?; X# d3 T2 V 2 + N/ b; g# \* s ) o) Z; Q' n& t/ _----------------------- Page 3-----------------------$ Q* L" A/ V. c+ r 47.非线性分析考虑刚度退化.............................................................................................237 - I5 n8 h a! T0 E: ]2 V' r48.一个圆形水池的静力分析.............................................................................................238$ b3 {7 a) E+ `/ C" h 49.ANSYS 中混凝土模式预应力模拟的算例......................................................................2396 z' @; }: B+ _" { 50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241+ Q' |( _1 I7 w! Z 51.循环对称结构模态分析.................................................................................................243 4 I, ~6 b1 ]( K4 ?8 \" W52.三角平台受谐波载荷作用的结构响应.........................................................................245* Y: C2 @, b2 w0 X. b) m5 k 53.三角平台受一地震谱激励的应力分布和支反力.........................................................247 ( s" G/ \8 T$ g) g% j54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249 . O& Q W# H& w7 q$ Q6 p) g55.经典层合板理论.............................................................................................................251 ; ^. R) f9 @8 f4 P56.定易圆轨迹的例子.......................................................................................................258$ U7 p& F/ {; n 57.模拟门式刚架施工-单元生死...................................................................................2587 F. p. S; A+ T" e 58.钢筋混凝土整体式模型例子.......................................................................................261 9 b' g! B) P) Q59.在荷载步之间改变材料属性例子...............................................................................263 . M$ b6 E. L. h) s/ [# _60.含预应力的特征值屈曲计算.......................................................................................264 J. J. f5 [! Y( X) o9 M61.振型叠加计算及工况组合例子...................................................................................266) z0 W' i0 d7 C3 v: J l* T' C 62.柱子稳定分析算(预应力,特征值屈曲,初始缺陷)...........................................269/ \" b+ Y5 K! k) z' s c7 O" d 63. module MConcrete !混凝土模板 ............................................................................2721 X7 L/ W& G1 z, B# i1 Q9 y 64.混凝土开裂实例.............................................................................................................280. {- C3 {: f$ K5 b% t 65.螺栓网格划分...............................................................................................................281: D: C8 k0 I" ?( ~! ?" t$ T( P8 U 66.自由液面的土石坝平面渗流分析...............................................................................282 ( x4 p) u/ ]9 u* P6 j9 @67.导出刚度矩阵...............................................................................................................286/ O5 P) H0 c! T: j/ T5 m+ n 68.某混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287( X# ]0 _& @: f4 d! v" e! U 69.移动温度荷载计算.......................................................................................................294 3 V: ~6 _. o9 ?4 z: Y, ~1 A70.SHSD 用于壳-实体装配实例An .................................................................................296 / a7 R0 q. ^: B) M6 l' W. s71.ansys 显示-隐式-回弹分析实例.........................................................................300& ~( l' y! A3 b 72.工况组合的经典例子...................................................................................................315 |
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