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ANSYS經(jīng)典實(shí)例匯集.part1.rar
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ANSYS經(jīng)典實(shí)例匯集.part2.rar
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ANSYS經(jīng)典實(shí)例匯集.part2(2).rar
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" y/ z0 t. t1 y8 e, z i' K1.ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4 % G, k) a5 P! I
2.混凝土非線性計(jì)算實(shí)例(1)- MISO 單壓........................................................................6 8 r: E( E/ j N" G& b
3.混凝土非線性計(jì)算實(shí)例(2)- MISO 約束壓....................................................................7
5 j/ a# H$ ]& Q4.混凝土非線性計(jì)算實(shí)例(3)- KINH 滯回......................................................................10 , W& c( g' X0 r/ q5 _1 o
5.混凝土非線性計(jì)算實(shí)例(4)- KINH 壓-拉裂................................................................12
5 e) ]) f0 }% T" @1 M" j7 n3 A @4 P6.混凝土非線性計(jì)算實(shí)例(5)...........................................................................................13
, v# o: y+ n; u2 L7.混凝土非線性計(jì)算實(shí)例(6)...........................................................................................15 # `1 y# u: [/ V; G+ @- f- G
8.混凝土非線性計(jì)算實(shí)例(7)- MISO 滯回......................................................................17
8 \" T% K% E' n$ X( B9 ?, H+ F1 ]/ \9.混凝土非線性計(jì)算實(shí)例(8)...........................................................................................19
m" Q, `2 J+ W. _, e10.混凝土非線性計(jì)算實(shí)例(9)-梁平面應(yīng)力...................................................................21 9 c9 d/ U7 `7 \: W: d, _5 w
11.四層彈簧-質(zhì)點(diǎn)模型的地震分析...................................................................................23
! |7 |( U( n# b, [) s12.懸臂梁地震分析...............................................................................................................49 * i1 a2 A7 u3 Y7 C$ n$ ^* P) S* F& n
13.用 beam 54 單元描述變截面梁的例子...........................................................................73
; j# l8 Y/ l q0 D! ^6 p14.變截面梁實(shí)例...................................................................................................................74
$ ] ^6 z! O" H5 ~9 A15.拱橋澆筑過程分析-單元生死應(yīng)用實(shí)例..........................................................................75 & C. Y/ {/ O# k9 \# Z9 r7 E
16.簡(jiǎn)支梁實(shí)體與預(yù)應(yīng)力鋼筋分析實(shí)例................................................................................76
- s! C7 | [& q0 t4 O+ r o1 Y17. 簡(jiǎn)單的二維焊接分析-單元生死實(shí)例.........................................................................78
3 v9 m! j3 n* @7 H18.隧道開挖(三維)的命令流............................................................................................85 0 {7 L4 E: `2 Z7 F1 t' j- S
19.巖土接觸分析實(shí)例..........................................................................................................102
* L# o4 e5 l( v20.鋼筋混凝土管的動(dòng)力響應(yīng)特性分析實(shí)例......................................................................110 f) L/ j: f2 I* B7 a/ P4 c
21.隧道模擬開挖命令流(入門)......................................................................................117 3 s+ ]; m5 D: \" j! G" _5 m8 G
22.螺栓連接的模擬實(shí)現(xiàn)問題..............................................................................................120
8 H1 C6 E& b: g5 L23.道路的基層、墊層模量與應(yīng)力之間的關(guān)系..................................................................130 2 j9 J; Q7 p$ y' g7 {. a& L7 z9 O# f
23.滯回分析..........................................................................................................................152
9 T$ M5 Q4 Z' F% V z: c8 \24.模擬某樓層澆注.............................................................................................................154
; ^; ?9 y7 @. R25.在面上施加移動(dòng)的面力.................................................................................................156
1 s. J; N9 B, w3 z G4 A27.在任意面施加任意方向任意變化的壓力.....................................................................160
* P, A0 e$ q% K j R. M28.預(yù)緊分析.........................................................................................................................161
- I: S- I* x m" j8 o0 E# |% r29.幾何非線性+塑性+接觸+蠕變....................................................................................163 / C) X9 M I5 N! j- r$ H0 W! V
30.埋設(shè)在地下的排水管道.................................................................................................168 3 Z5 c' J, v* w- }& y6 H0 @
32.幕墻企業(yè)玻璃簡(jiǎn)化計(jì)算.................................................................................................173
' X N$ R: r! K8 g/ r3 Q9 j33.等截面桿單元生死應(yīng)用實(shí)例.........................................................................................189 / T; g! @- Z: }$ {# [% D
34.梁板建模聯(lián)系.................................................................................................................190 , y* c/ l+ v' i* v: g- g
36.簡(jiǎn)單的例子-如何對(duì)結(jié)構(gòu)的振動(dòng)控制分析.................................................................193 ; f: Z/ u$ k8 G# W3 J7 F8 M$ p; ?2 x
37.模態(tài)分析結(jié)果的輸出實(shí)例.............................................................................................195 ) ]+ x; j6 s) d
38.火車過橋動(dòng)態(tài)加載實(shí)例(部分).................................................................................197
9 C7 y( v! C3 b3 c" Z+ Z39.懸索結(jié)構(gòu)的找形和計(jì)算的例題.....................................................................................214 4 o# `* c0 C; c, C
40.陶瓷桿撞擊鋁板的例子.................................................................................................219
( F# V* y3 S' g7 G m- _' u3 ?# n6 e41.求反作用力的APDL 命令法........................................................................................222 & R- B! K: }, Y; g
42.LS-DYNA 實(shí)例(部分)..............................................................................................223
- u/ b/ S& I- T T( e/ I; |' N1 n43.路面分層填筑對(duì)路基的影響.........................................................................................224 - e* ^$ G2 T* o/ n4 D4 ?$ h0 i
44.一個(gè)例子(含地震影響,求振興與頻率).................................................................228
% g+ L& |6 |+ Q& @' {( p5 i! o45.接觸面上的壓力總和.....................................................................................................232
1 S( F8 v; f. B! O* `. S46.施加位置函數(shù)荷載.........................................................................................................236
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" u$ n0 z! `, I47.非線性分析考慮剛度退化.............................................................................................237
( C b- v. \ S" u r. F' z7 {48.一個(gè)圓形水池的靜力分析.............................................................................................238 $ R5 Z$ m( \5 Y
49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239 0 @3 g7 O9 @$ X+ ] h& B' }. l
50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241
/ K8 U4 g8 W! a7 E51.循環(huán)對(duì)稱結(jié)構(gòu)模態(tài)分析.................................................................................................243 5 r g" C# X- S
52.三角平臺(tái)受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245
+ q' k0 E2 o' w/ b53.三角平臺(tái)受一地震譜激勵(lì)的應(yīng)力分布和支反力.........................................................247 7 o6 q: f5 z% t2 Q- Y% f
54.三角平臺(tái)受時(shí)程載荷作用的應(yīng)力分布和變形過程.....................................................249 - h$ H0 U. e# k1 J! |: V
55.經(jīng)典層合板理論.............................................................................................................251 $ N" I0 [+ t3 E5 h
56.定易圓軌跡的例子.......................................................................................................258
. w- I x3 p- W# l" o/ m# Q" @9 P1 b57.模擬門式剛架施工-單元生死...................................................................................258
0 A: e' ?" F/ N1 ?& q58.鋼筋混凝土整體式模型例子.......................................................................................261 . Y* ]% r* y. U0 q1 v2 M4 ]
59.在荷載步之間改變材料屬性例子...............................................................................263
, Z6 \( B) D8 {0 B$ ], l60.含預(yù)應(yīng)力的特征值屈曲計(jì)算.......................................................................................264 5 a& w( v# @9 z, N& T2 T/ a
61.振型疊加計(jì)算及工況組合例子...................................................................................266 1 W( W0 M, g2 @5 A& _
62.柱子穩(wěn)定分析算(預(yù)應(yīng)力,特征值屈曲,初始缺陷)...........................................269 " k+ x, F2 \% ?, B2 t% |
63. module MConcrete !混凝土模板 ............................................................................272
" p) c6 R' w3 o64.混凝土開裂實(shí)例.............................................................................................................280
3 i* o6 r- w5 k' T( H65.螺栓網(wǎng)格劃分...............................................................................................................281
, n* f' a! j- S; D5 { a66.自由液面的土石壩平面滲流分析...............................................................................282
* z2 p3 c" f3 j' e* r67.導(dǎo)出剛度矩陣...............................................................................................................286 6 d V( j. l8 a" G& q0 h
68.某混凝土拱壩工程施工期及運(yùn)行期溫度場(chǎng)仿真分析...............................................287
R- W' r6 H( m( u. a69.移動(dòng)溫度荷載計(jì)算.......................................................................................................294
/ c& B! O ]+ r; q6 v: W70.SHSD 用于殼-實(shí)體裝配實(shí)例An .................................................................................296 , n" P. Z4 H7 r( W# c3 R2 K! R
71.a(chǎn)nsys 顯示-隱式-回彈分析實(shí)例.........................................................................300
' Q' z; T) g7 R) v: {% c72.工況組合的經(jīng)典例子...................................................................................................315 |
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