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1.ANSYS SOLID65 环向布置钢筋的例子.............................................................................4
6 W6 ]- I8 ], W2.混凝土非线性计算实例(1)- MISO 单压........................................................................6 8 y( E9 U( E$ p. S8 d
3.混凝土非线性计算实例(2)- MISO 约束压....................................................................7 : Q+ H/ V6 b0 U0 r8 ~, B6 O7 N
4.混凝土非线性计算实例(3)- KINH 滞回......................................................................10
+ w9 P5 F: w* n# \5.混凝土非线性计算实例(4)- KINH 压-拉裂................................................................12
" C" h% s* o; } L: w0 m5 X6.混凝土非线性计算实例(5)...........................................................................................13
4 z) G% o! d' ]5 Z) Y( Y7.混凝土非线性计算实例(6)...........................................................................................15
) l) ~8 s$ u1 A( K0 F8.混凝土非线性计算实例(7)- MISO 滞回......................................................................17 , z+ ~( G) \ {" [' k$ ]% b2 I" |4 P* t
9.混凝土非线性计算实例(8)...........................................................................................19 8 I2 l% S# \% @8 {9 A
10.混凝土非线性计算实例(9)-梁平面应力...................................................................21 9 Q/ S- u) V! X& x, r0 G c% \! F
11.四层弹簧-质点模型的地震分析...................................................................................23
/ [5 f y( }; ^. U/ m3 o$ P O: N12.悬臂梁地震分析...............................................................................................................49
* W. U# v! R9 b" y- D9 L; q+ y0 m13.用 beam 54 单元描述变截面梁的例子...........................................................................73
5 ~7 ]) Z" `: \: c14.变截面梁实例...................................................................................................................74 8 B8 p+ I5 d; ]7 E
15.拱桥浇筑过程分析-单元生死应用实例..........................................................................75 3 c+ G- W8 ~$ p8 `" l0 b
16.简支梁实体与预应力钢筋分析实例................................................................................76
' F: g$ F0 n" s8 ]% S" |! d17. 简单的二维焊接分析-单元生死实例.........................................................................78
1 a" _% S& F7 k18.隧道开挖(三维)的命令流............................................................................................85 " {- O! n# {4 k0 x L3 \
19.岩土接触分析实例..........................................................................................................102 / U9 J! P& M* G) i: h: j/ T2 b" G
20.钢筋混凝土管的动力响应特性分析实例......................................................................110
8 `+ U. ?, E. H5 u l4 s* A: p21.隧道模拟开挖命令流(入门)......................................................................................117
* P' {- n$ y9 o; k5 L, k+ ? D22.螺栓连接的模拟实现问题..............................................................................................120
* {! k1 G6 z* ?: t23.道路的基层、垫层模量与应力之间的关系..................................................................130 5 A" ^& b: G' z8 w
23.滞回分析..........................................................................................................................152 ; b0 V0 D* j- O6 J' x: c
24.模拟某楼层浇注.............................................................................................................154 2 O: ]: m+ ^: n, d
25.在面上施加移动的面力.................................................................................................156 ( X& M' P/ y; \, D) f) t3 B8 V1 J
27.在任意面施加任意方向任意变化的压力.....................................................................160 6 d5 S& @9 r. f0 d9 z3 T5 P
28.预紧分析.........................................................................................................................161
d4 U7 D$ p1 H- C7 e* N. N5 \29.几何非线性+塑性+接触+蠕变....................................................................................163
$ H1 o2 ]* f; j8 E. p$ W2 X* x30.埋设在地下的排水管道.................................................................................................168 : L! s, ^' u) R+ H7 z3 V C; O4 h
32.幕墙企业玻璃简化计算.................................................................................................173 / L2 u t" c$ N7 @& M c1 k; e
33.等截面杆单元生死应用实例.........................................................................................189
3 n" z5 m. J2 R" g2 f/ V34.梁板建模联系.................................................................................................................190
0 J+ b/ G, e) x36.简单的例子-如何对结构的振动控制分析.................................................................193 2 t' k, ?/ ^- Z& t
37.模态分析结果的输出实例.............................................................................................195
& J7 i7 d; z7 T4 L& X$ g1 ^ H38.火车过桥动态加载实例(部分).................................................................................197
9 \) t& u1 c, E$ g. y39.悬索结构的找形和计算的例题.....................................................................................214 ( q* I1 c* |( e; r/ k: Z9 O
40.陶瓷杆撞击铝板的例子.................................................................................................219
; }! G/ j" ?1 n: e1 o; n+ r41.求反作用力的APDL 命令法........................................................................................222
/ g9 M% V& O+ o3 R2 e7 @) l42.LS-DYNA 实例(部分)..............................................................................................223
o7 P' }8 ~8 n43.路面分层填筑对路基的影响.........................................................................................224
& k6 s8 h8 `) ^7 ~& i5 a) K' p44.一个例子(含地震影响,求振兴与频率).................................................................228 ' x4 }0 B, }; q6 u6 h
45.接触面上的压力总和.....................................................................................................232
" K3 ~* u+ V- `* K0 g* ]- a9 P8 b46.施加位置函数荷载.........................................................................................................236
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1 }' X1 j0 A4 m4 g47.非线性分析考虑刚度退化.............................................................................................237 + o5 p9 ^+ {+ t$ p
48.一个圆形水池的静力分析.............................................................................................238
# `6 N( K9 g+ `49.ANSYS 中混凝土模式预应力模拟的算例......................................................................239 . Y8 K+ }* w4 A' r
50.悬臂梁受重力作用发生大变形求其固有频率.............................................................241 7 D1 c M' I% s# m' t: ^1 f
51.循环对称结构模态分析.................................................................................................243 7 E/ H% o* @2 }6 |7 ?; `* N
52.三角平台受谐波载荷作用的结构响应.........................................................................245 6 b8 |/ P0 q8 Q
53.三角平台受一地震谱激励的应力分布和支反力.........................................................247 - E% M# E* L% m% ?* z' M* N
54.三角平台受时程载荷作用的应力分布和变形过程.....................................................249 8 z* M) f; `; o: h* ^6 d
55.经典层合板理论.............................................................................................................251 ) |; j0 H4 g! w5 z& t4 {
56.定易圆轨迹的例子.......................................................................................................258 9 I/ d7 Z# b' \; R& x1 l1 l
57.模拟门式刚架施工-单元生死...................................................................................258
, J( S9 Q. m5 w! o& i. K1 t l9 x58.钢筋混凝土整体式模型例子.......................................................................................261
6 n1 A' p9 \" s+ n8 i* k9 `59.在荷载步之间改变材料属性例子...............................................................................263 0 B+ |2 V; ~+ }8 z7 K
60.含预应力的特征值屈曲计算.......................................................................................264
' b. u7 e6 F. A61.振型叠加计算及工况组合例子...................................................................................266 # P: F( w+ v B2 |: V6 |
62.柱子稳定分析算(预应力,特征值屈曲,初始缺陷)...........................................269 * d3 h: c. a/ t! E: N
63. module MConcrete !混凝土模板 ............................................................................272 / Y7 c; N2 X. a B5 x
64.混凝土开裂实例.............................................................................................................280 1 i6 L! W0 B4 h; C% y$ T* Q8 v. o
65.螺栓网格划分...............................................................................................................281 + h8 I9 M; i& O+ S1 I" ?3 s
66.自由液面的土石坝平面渗流分析...............................................................................282 + a1 _+ U9 P& o$ P( i2 G. D$ h' C; o
67.导出刚度矩阵...............................................................................................................286 . h6 S# g$ d7 t: F' G1 V
68.某混凝土拱坝工程施工期及运行期温度场仿真分析...............................................287 4 R8 t" ] d; P+ E0 b9 S
69.移动温度荷载计算.......................................................................................................294 # }+ W, U: V' I6 C
70.SHSD 用于壳-实体装配实例An .................................................................................296 ( k/ g' _2 _ j
71.ansys 显示-隐式-回弹分析实例.........................................................................300
+ O) C* q: |/ w& G72.工况组合的经典例子...................................................................................................315 |
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