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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(1).rar
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ANSYS經(jīng)典實(shí)例匯集.part2(2).rar
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1.ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4
9 p- S' ]9 V k" d2.混凝土非線性計(jì)算實(shí)例(1)- MISO 單壓........................................................................6
8 x) d2 g! F& x$ e" n" h3.混凝土非線性計(jì)算實(shí)例(2)- MISO 約束壓....................................................................7
' E' H9 g2 V T4 k9 D2 ?9 @2 \5 S4.混凝土非線性計(jì)算實(shí)例(3)- KINH 滯回......................................................................10 / W1 L3 ^# h6 S
5.混凝土非線性計(jì)算實(shí)例(4)- KINH 壓-拉裂................................................................12 5 Y% E+ j. R0 C' A
6.混凝土非線性計(jì)算實(shí)例(5)...........................................................................................13 ( X. Y/ Q4 R" {4 F; B+ {2 Q! M2 E, g
7.混凝土非線性計(jì)算實(shí)例(6)...........................................................................................15 % i3 N" Z* | `( z! Y6 F
8.混凝土非線性計(jì)算實(shí)例(7)- MISO 滯回......................................................................17
4 X- y( q! B# w, L' x- z" Y9.混凝土非線性計(jì)算實(shí)例(8)...........................................................................................19 3 X( E/ h. n3 J% F
10.混凝土非線性計(jì)算實(shí)例(9)-梁平面應(yīng)力...................................................................21 3 G0 b. `% m, _6 U3 `
11.四層彈簧-質(zhì)點(diǎn)模型的地震分析...................................................................................23
& ?& _4 T8 Y2 w9 I9 ~+ M; l12.懸臂梁地震分析...............................................................................................................49
" }+ R$ W5 {- _; T! A7 @/ l# n13.用 beam 54 單元描述變截面梁的例子...........................................................................73 " ~! V6 C# w k% l
14.變截面梁實(shí)例...................................................................................................................74 9 q# Y1 e4 J; X
15.拱橋澆筑過程分析-單元生死應(yīng)用實(shí)例..........................................................................75
, R l* v/ t9 |! {( j" T16.簡支梁實(shí)體與預(yù)應(yīng)力鋼筋分析實(shí)例................................................................................76
# @2 T; x p5 ~7 L17. 簡單的二維焊接分析-單元生死實(shí)例.........................................................................78
9 {2 E: ]( g" h6 z0 W18.隧道開挖(三維)的命令流............................................................................................85
9 \1 P; U' b4 G' ]; a, z {( V& J19.巖土接觸分析實(shí)例..........................................................................................................102
+ ?! d' ], y7 K2 P20.鋼筋混凝土管的動(dòng)力響應(yīng)特性分析實(shí)例......................................................................110 + c* a5 a3 V A* @: z' s, P0 m
21.隧道模擬開挖命令流(入門)......................................................................................117 ( v0 Z4 m& f6 b, W
22.螺栓連接的模擬實(shí)現(xiàn)問題..............................................................................................120 6 h8 y, N3 V9 Y8 W2 M. i
23.道路的基層、墊層模量與應(yīng)力之間的關(guān)系..................................................................130
6 t. N/ z' X* r; G* A- ^, x' P4 ?% R23.滯回分析..........................................................................................................................152
0 B2 z) n: l# C8 }: ]/ r5 W' O24.模擬某樓層澆注.............................................................................................................154 6 ~% ~; Q. z2 n* v1 T0 z, N
25.在面上施加移動(dòng)的面力.................................................................................................156
* z% W- a# ^1 K27.在任意面施加任意方向任意變化的壓力.....................................................................160
; J& v" ?6 S% K, Q8 L- z7 O28.預(yù)緊分析.........................................................................................................................161
, t7 W" g5 [& f3 U& u: n& m( K0 B" \29.幾何非線性+塑性+接觸+蠕變....................................................................................163
/ C j' Y8 }# y9 U+ e30.埋設(shè)在地下的排水管道.................................................................................................168
, b; E0 G4 m$ H, _9 w32.幕墻企業(yè)玻璃簡化計(jì)算.................................................................................................173
& Q" g; B% E% ^+ r33.等截面桿單元生死應(yīng)用實(shí)例.........................................................................................189
) {4 l( w7 V8 c0 u# V* V' ]34.梁板建模聯(lián)系.................................................................................................................190
4 N7 O% C3 y! V: n36.簡單的例子-如何對結(jié)構(gòu)的振動(dòng)控制分析.................................................................193 . W6 J: b2 q4 \, y+ u6 J9 ^
37.模態(tài)分析結(jié)果的輸出實(shí)例.............................................................................................195
+ ^$ J! O3 w, b! k+ r" E l38.火車過橋動(dòng)態(tài)加載實(shí)例(部分).................................................................................197 # b0 ~# e2 }& }: N1 C9 F7 g
39.懸索結(jié)構(gòu)的找形和計(jì)算的例題.....................................................................................214 ' x; g( ^2 q8 b: z" P
40.陶瓷桿撞擊鋁板的例子.................................................................................................219 $ r0 h% i2 u- Z% g! B' U* b
41.求反作用力的APDL 命令法........................................................................................222 + X2 R6 d. c, d. u! b
42.LS-DYNA 實(shí)例(部分)..............................................................................................223
& D; G M; Q6 H( K/ y43.路面分層填筑對路基的影響.........................................................................................224 ) f- S' `& b# r: o2 E5 L! ?
44.一個(gè)例子(含地震影響,求振興與頻率).................................................................228 7 J6 W- G9 U# _1 j9 L' K
45.接觸面上的壓力總和.....................................................................................................232 8 l6 M* r9 f/ a! B1 I9 W
46.施加位置函數(shù)荷載.........................................................................................................236
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47.非線性分析考慮剛度退化.............................................................................................237 / f X, a. X/ J+ Q" Y8 K4 Y2 a
48.一個(gè)圓形水池的靜力分析.............................................................................................238 * y2 R' Y" n0 I5 D) {
49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239 2 I& m8 ]' _! C. e( R6 T. l0 k
50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241 : M6 s( x/ G" _
51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.................................................................................................243 4 \% k8 b/ f, w o
52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245
$ H% d3 H: Q- L2 b) U. P. O53.三角平臺受一地震譜激勵(lì)的應(yīng)力分布和支反力.........................................................247
, j' x6 ~$ M" }; d) Z9 n% ?54.三角平臺受時(shí)程載荷作用的應(yīng)力分布和變形過程.....................................................249
0 [: K/ f8 M" |; u" Z1 @ m L! l2 u: u: u55.經(jīng)典層合板理論.............................................................................................................251 , ]5 O& R9 z0 |- k0 ~. A ~
56.定易圓軌跡的例子.......................................................................................................258
* U, O. f: E( y# S+ M57.模擬門式剛架施工-單元生死...................................................................................258 1 `, R, }% O! A0 v, X2 L
58.鋼筋混凝土整體式模型例子.......................................................................................261
+ g0 j2 J5 u( m2 y8 y8 a59.在荷載步之間改變材料屬性例子...............................................................................263 $ P: ^3 E! O5 k( r: O" B* o# q
60.含預(yù)應(yīng)力的特征值屈曲計(jì)算.......................................................................................264
7 r% B, ~! K+ _5 k0 [5 U7 Y61.振型疊加計(jì)算及工況組合例子...................................................................................266
& ]- T# c& m( k5 i2 t62.柱子穩(wěn)定分析算(預(yù)應(yīng)力,特征值屈曲,初始缺陷)...........................................269 ' w/ [; @/ M! q8 ]
63. module MConcrete !混凝土模板 ............................................................................272
1 \0 K! F6 {4 n& E% T9 q0 c64.混凝土開裂實(shí)例.............................................................................................................280 ; `- e8 a6 @, H' N0 W8 _3 h* m
65.螺栓網(wǎng)格劃分...............................................................................................................281 " M& ^$ {( x* W) h) D( ?( `
66.自由液面的土石壩平面滲流分析...............................................................................282 + \1 d+ {: n! N9 a# J& l4 h9 b
67.導(dǎo)出剛度矩陣...............................................................................................................286
) `+ c0 }8 h' P2 s68.某混凝土拱壩工程施工期及運(yùn)行期溫度場仿真分析...............................................287 & m2 X7 }) W( j, }$ L; E
69.移動(dòng)溫度荷載計(jì)算.......................................................................................................294 7 ]2 T7 n( q& _1 H- d; F
70.SHSD 用于殼-實(shí)體裝配實(shí)例An .................................................................................296
& l6 X0 l' H' c1 }71.a(chǎn)nsys 顯示-隱式-回彈分析實(shí)例.........................................................................300 - b* L K" g; I( A- Z0 k
72.工況組合的經(jīng)典例子...................................................................................................315 |
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