|
ANSYS經典實例匯集.part1.rar
(488.28 KB, 下載次數: 374)
2010-1-29 20:51 上傳
點擊文件名下載附件
下載積分: 威望 -10 點
ANSYS經典實例匯集.part2.rar
(432.89 KB, 下載次數: 300)
2010-1-29 20:51 上傳
點擊文件名下載附件
下載積分: 威望 -10 點
ANSYS經典實例匯集.part2(1).rar
(432.89 KB, 下載次數: 657)
2010-1-29 20:51 上傳
點擊文件名下載附件
下載積分: 威望 -10 點
ANSYS經典實例匯集.part2(2).rar
(432.89 KB, 下載次數: 268)
2010-1-29 20:51 上傳
點擊文件名下載附件
下載積分: 威望 -10 點
h/ v$ `" B' ^& |
2 o) |/ M; T: O* o L
K. I6 N. K. w+ e
1.ANSYS SOLID65 環向布置鋼筋的例子.............................................................................4 ' B+ O/ n5 I/ x( g2 G- L
2.混凝土非線性計算實例(1)- MISO 單壓........................................................................6
9 o. e+ e1 f# `% B& Q3.混凝土非線性計算實例(2)- MISO 約束壓....................................................................7 + f# c* `7 ?: j6 G2 O* T& [
4.混凝土非線性計算實例(3)- KINH 滯回......................................................................10 1 J+ f3 k$ c1 W7 {; w0 o
5.混凝土非線性計算實例(4)- KINH 壓-拉裂................................................................12
9 b8 Q" N7 n' w/ P( l# m6 x6.混凝土非線性計算實例(5)...........................................................................................13 ! M, A- g- M' v" w# M
7.混凝土非線性計算實例(6)...........................................................................................15
6 [5 b8 }. W+ U8.混凝土非線性計算實例(7)- MISO 滯回......................................................................17 ; ^* `/ c! q; I" y) A
9.混凝土非線性計算實例(8)...........................................................................................19 8 b! m2 J7 a; W& |+ R0 F, h& ^
10.混凝土非線性計算實例(9)-梁平面應力...................................................................21
' C" u1 b: q% ~- t8 y# u11.四層彈簧-質點模型的地震分析...................................................................................23 ^( q1 C" Z$ p" M) ?. D( p6 @
12.懸臂梁地震分析...............................................................................................................49
% d' }! m+ O' D4 k; x& f7 ^13.用 beam 54 單元描述變截面梁的例子...........................................................................73 0 }9 ]# F5 j/ A7 y6 |; j* r% Y
14.變截面梁實例...................................................................................................................74
* Z, E1 z. j; f: g" @15.拱橋澆筑過程分析-單元生死應用實例..........................................................................75 $ H# J1 k- C$ r; \! @" M0 h" \8 h, @
16.簡支梁實體與預應力鋼筋分析實例................................................................................76
% \9 g7 ^9 w3 r5 C, v `' c17. 簡單的二維焊接分析-單元生死實例.........................................................................78
0 [: ^* f( U$ I3 s. x18.隧道開挖(三維)的命令流............................................................................................85 . i$ M- c4 X0 g
19.巖土接觸分析實例..........................................................................................................102 ' A* m: ]: K; X, d9 Y
20.鋼筋混凝土管的動力響應特性分析實例......................................................................110 8 Z! j: o, `* f8 A+ ~
21.隧道模擬開挖命令流(入門)......................................................................................117 & N% {0 Y6 U6 J3 b9 t- J- F k: ?) K
22.螺栓連接的模擬實現問題..............................................................................................120 / W! `9 G4 K4 C
23.道路的基層、墊層模量與應力之間的關系..................................................................130
2 O4 R9 d$ b8 f0 b o23.滯回分析..........................................................................................................................152
8 u5 b" u& b& ^5 }: P24.模擬某樓層澆注.............................................................................................................154
0 I$ n8 S' e' ?+ Q0 ]& |5 `; ~ M25.在面上施加移動的面力.................................................................................................156
' }; y: x) Y2 E) a/ |27.在任意面施加任意方向任意變化的壓力.....................................................................160
# b) v9 f; z4 S& ` E! q7 \28.預緊分析.........................................................................................................................161
0 M' M+ p8 @7 `5 N. w* `29.幾何非線性+塑性+接觸+蠕變....................................................................................163
9 Z2 x0 E6 |2 x30.埋設在地下的排水管道.................................................................................................168
5 J- b# a; t! j& @# s5 r% Z32.幕墻企業玻璃簡化計算.................................................................................................173 ! s& }6 x" x" ` P7 u A1 N
33.等截面桿單元生死應用實例.........................................................................................189
K2 m% X! h9 D- F/ m( E34.梁板建模聯系.................................................................................................................190 # e/ t- l( y/ |4 i1 Q1 A' ]- e
36.簡單的例子-如何對結構的振動控制分析.................................................................193 & ?* c( O4 L9 }5 M& l- Y5 l! V# n
37.模態分析結果的輸出實例.............................................................................................195 + R" _6 z0 Z" G+ V) f" {4 e6 o& X
38.火車過橋動態加載實例(部分).................................................................................197
# x$ ~, S5 _8 Q& | t. b7 C: r39.懸索結構的找形和計算的例題.....................................................................................214
3 j7 G. A' p8 X4 j' J40.陶瓷桿撞擊鋁板的例子.................................................................................................219 - j) H4 s! x! C
41.求反作用力的APDL 命令法........................................................................................222
9 _4 w( C7 ]7 w6 Y42.LS-DYNA 實例(部分)..............................................................................................223
* P' c4 ?+ ^) i5 W; U( _43.路面分層填筑對路基的影響.........................................................................................224
7 g( l) u) O: o4 h0 W) c44.一個例子(含地震影響,求振興與頻率).................................................................228 A; Q4 b, h7 O# P
45.接觸面上的壓力總和.....................................................................................................232 ! C1 j6 Q* h3 d1 P
46.施加位置函數荷載.........................................................................................................236
9 `) {" J/ O: ]' k7 b ?. _; {8 ^& i6 w/ S% P1 |9 ]$ ?9 `
2 6 L" Q X# x1 l* ~
( a6 J& U! v B7 W1 _/ q
----------------------- Page 3-----------------------8 Y, Q, h7 P5 z h5 Z Z
47.非線性分析考慮剛度退化.............................................................................................237 / |- b( `, b) d2 f5 X6 F
48.一個圓形水池的靜力分析.............................................................................................238
# ^3 _2 \% H' o/ F( F' C/ ?3 @49.ANSYS 中混凝土模式預應力模擬的算例......................................................................239
$ R* W4 b* u# \" z- q3 z50.懸臂梁受重力作用發生大變形求其固有頻率.............................................................241
$ t8 G( U+ B8 e" o" W51.循環對稱結構模態分析.................................................................................................243 7 g5 O+ m5 M. m( F
52.三角平臺受諧波載荷作用的結構響應.........................................................................245
$ g1 y- Q" T* p9 P53.三角平臺受一地震譜激勵的應力分布和支反力.........................................................247
1 f" p8 }4 y i, H54.三角平臺受時程載荷作用的應力分布和變形過程.....................................................249 ' x A; Q6 i: \# g/ S- m) C% K7 L' n
55.經典層合板理論.............................................................................................................251 2 r' |5 O! @" E) I
56.定易圓軌跡的例子.......................................................................................................258 ' W4 L+ V, H! |/ a6 E
57.模擬門式剛架施工-單元生死...................................................................................258
) i2 m" ~* Q5 i* S e% K! [58.鋼筋混凝土整體式模型例子.......................................................................................261 6 n1 @0 M3 K' T( O+ B
59.在荷載步之間改變材料屬性例子...............................................................................263
, r8 Q+ @2 p( ?$ m6 J. d- }60.含預應力的特征值屈曲計算.......................................................................................264 6 \- d4 w, V# c
61.振型疊加計算及工況組合例子...................................................................................266 7 {9 o/ F/ y. U, o2 F( z
62.柱子穩定分析算(預應力,特征值屈曲,初始缺陷)...........................................269 : D$ Q$ o h) ?" R* f: A# g- W
63. module MConcrete !混凝土模板 ............................................................................272
. t Y3 s* i! p64.混凝土開裂實例.............................................................................................................280
/ _% g8 ?* b' `% O1 P5 H! g65.螺栓網格劃分...............................................................................................................281
7 b3 t: I7 S/ ]66.自由液面的土石壩平面滲流分析...............................................................................282 # j* ^6 ]7 q, u/ E" n, C8 U7 H4 U
67.導出剛度矩陣...............................................................................................................286
( y, ]! ^6 G$ y u8 l. M6 ]68.某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287 8 \) r2 x* u2 w" I7 }9 M2 D* \
69.移動溫度荷載計算.......................................................................................................294 " G# M' ~( P; C- x( A
70.SHSD 用于殼-實體裝配實例An .................................................................................296 % R: l0 x8 b. x' @; {; y
71.ansys 顯示-隱式-回彈分析實例.........................................................................300 2 I& U4 m( G2 ~
72.工況組合的經典例子...................................................................................................315 |
|