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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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1.ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4
1 \& T0 ?0 N+ \& p- K2.混凝土非線性計(jì)算實(shí)例(1)- MISO 單壓........................................................................6
+ x; T1 E: M! o& k8 L: R3.混凝土非線性計(jì)算實(shí)例(2)- MISO 約束壓....................................................................7
6 w6 {0 _. v6 K1 Y2 G4.混凝土非線性計(jì)算實(shí)例(3)- KINH 滯回......................................................................10 5 R% a, Y, _5 Q o" V C2 Z
5.混凝土非線性計(jì)算實(shí)例(4)- KINH 壓-拉裂................................................................12
8 O' b u, H7 Q( i6.混凝土非線性計(jì)算實(shí)例(5)...........................................................................................13 ( P6 w( }; [3 m. v
7.混凝土非線性計(jì)算實(shí)例(6)...........................................................................................15 ; I% u; u! B y+ _* C
8.混凝土非線性計(jì)算實(shí)例(7)- MISO 滯回......................................................................17
8 K. M0 Q" A2 l) g; c4 p3 ^9.混凝土非線性計(jì)算實(shí)例(8)...........................................................................................19
$ G1 C/ w+ ]: E# d" n10.混凝土非線性計(jì)算實(shí)例(9)-梁平面應(yīng)力...................................................................21
% |* `% M( W) e( i8 ~* K11.四層彈簧-質(zhì)點(diǎn)模型的地震分析...................................................................................23
0 d4 h% x; ]/ W8 ~7 a5 N7 y% ^8 C12.懸臂梁地震分析...............................................................................................................49 ' |8 p0 k$ D4 @- o# ^/ v' z) m+ R1 A6 ^
13.用 beam 54 單元描述變截面梁的例子...........................................................................73 ! j; j9 a2 V7 s4 {' U& F
14.變截面梁實(shí)例...................................................................................................................74
5 x H* V. E0 t8 t9 u2 ?15.拱橋澆筑過程分析-單元生死應(yīng)用實(shí)例..........................................................................75 / Y9 G3 W z. m) I
16.簡(jiǎn)支梁實(shí)體與預(yù)應(yīng)力鋼筋分析實(shí)例................................................................................76 8 q; y# o( U* S& h+ Z* Y3 j
17. 簡(jiǎn)單的二維焊接分析-單元生死實(shí)例.........................................................................78
4 e5 ?. n: S) u1 o4 A- _18.隧道開挖(三維)的命令流............................................................................................85
/ j# p4 Q* \5 R1 u$ n% K0 ^6 k19.巖土接觸分析實(shí)例..........................................................................................................102
$ C6 @8 b+ ^$ W @& P/ H* _. Q, M/ K20.鋼筋混凝土管的動(dòng)力響應(yīng)特性分析實(shí)例......................................................................110
4 x( {# q1 N7 N- `21.隧道模擬開挖命令流(入門)......................................................................................117
& L$ V8 H- s: b$ V# T22.螺栓連接的模擬實(shí)現(xiàn)問題..............................................................................................120 ) u5 S3 A. B+ p: Y
23.道路的基層、墊層模量與應(yīng)力之間的關(guān)系..................................................................130
8 M- N6 n9 [8 a# z8 t( X23.滯回分析..........................................................................................................................152
. j5 c6 s3 ?+ `$ Z' T7 G24.模擬某樓層澆注.............................................................................................................154 1 m7 L" L1 J* A) g* ]7 a9 H* b0 f
25.在面上施加移動(dòng)的面力.................................................................................................156 ' g. H6 g# K) O! {, G8 \
27.在任意面施加任意方向任意變化的壓力.....................................................................160 % C+ t2 m- P$ ~" N* d* r
28.預(yù)緊分析.........................................................................................................................161
# J0 @6 j% [! X0 R, ?6 w2 ]29.幾何非線性+塑性+接觸+蠕變....................................................................................163 ' F& ^# k$ L! V3 |
30.埋設(shè)在地下的排水管道.................................................................................................168
. l2 f: _$ |" y8 [5 X; Z, c32.幕墻企業(yè)玻璃簡(jiǎn)化計(jì)算.................................................................................................173
$ N, a R' o6 ]2 n: L3 e. i33.等截面桿單元生死應(yīng)用實(shí)例.........................................................................................189 6 I, d; L4 a; ~
34.梁板建模聯(lián)系.................................................................................................................190
* L% b8 B# R2 m9 H! P3 e# S/ a/ F9 s36.簡(jiǎn)單的例子-如何對(duì)結(jié)構(gòu)的振動(dòng)控制分析.................................................................193
$ W U8 u8 u1 w" c, O- ^9 Y37.模態(tài)分析結(jié)果的輸出實(shí)例.............................................................................................195 * j9 d( ^4 a! [: \5 H
38.火車過橋動(dòng)態(tài)加載實(shí)例(部分).................................................................................197
5 N( M! @0 q- W8 o F39.懸索結(jié)構(gòu)的找形和計(jì)算的例題.....................................................................................214 9 W0 k+ Q' c. O5 _5 \& i7 Q$ G. T$ j
40.陶瓷桿撞擊鋁板的例子.................................................................................................219
* }8 K9 {+ ?& F$ J% O41.求反作用力的APDL 命令法........................................................................................222 6 k) `! {, H" p, V0 d" a
42.LS-DYNA 實(shí)例(部分)..............................................................................................223
" L" L- t' X' M8 l# J43.路面分層填筑對(duì)路基的影響.........................................................................................224 0 l) d9 G; N4 R& Q9 r6 A* F
44.一個(gè)例子(含地震影響,求振興與頻率).................................................................228
1 H/ E2 E E$ p) o9 P45.接觸面上的壓力總和.....................................................................................................232
7 o Z8 Q" ^ x5 y1 K, N46.施加位置函數(shù)荷載.........................................................................................................236 + ~2 s/ h7 c+ [8 x
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47.非線性分析考慮剛度退化.............................................................................................237
y% s- x8 |; s. {48.一個(gè)圓形水池的靜力分析.............................................................................................238 / ]. D8 y: g1 M) x
49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239 + }9 t: E. n% g
50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241
1 B" k' C( l( W5 Z& a0 B51.循環(huán)對(duì)稱結(jié)構(gòu)模態(tài)分析.................................................................................................243 8 @2 Y+ \; v, [
52.三角平臺(tái)受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245
9 F% a7 Y: M7 p- z. d6 P' p53.三角平臺(tái)受一地震譜激勵(lì)的應(yīng)力分布和支反力.........................................................247 + }' o- W" X+ s: Z
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
[ u/ v. {2 m55.經(jīng)典層合板理論.............................................................................................................251 $ t5 L9 t. z9 P7 M% L3 I# C4 q
56.定易圓軌跡的例子.......................................................................................................258
I: y0 G/ @. ~- ?/ G57.模擬門式剛架施工-單元生死...................................................................................258
7 q: v" S {4 _; a, ] b) n' P58.鋼筋混凝土整體式模型例子.......................................................................................261
7 y$ p3 E1 I9 k+ O; z59.在荷載步之間改變材料屬性例子...............................................................................263 + c( O `) [" Q4 j0 [0 w7 _
60.含預(yù)應(yīng)力的特征值屈曲計(jì)算.......................................................................................264 ' G+ T; @9 |! N& D
61.振型疊加計(jì)算及工況組合例子...................................................................................266 7 x2 @) _: r' v5 {5 i4 r7 O
62.柱子穩(wěn)定分析算(預(yù)應(yīng)力,特征值屈曲,初始缺陷)...........................................269 . O5 x' }6 O! i& X
63. module MConcrete !混凝土模板 ............................................................................272
9 t. M: C% O7 @% S5 f8 q64.混凝土開裂實(shí)例.............................................................................................................280
. @- G% f" k, y65.螺栓網(wǎng)格劃分...............................................................................................................281 ) t p! @$ s1 e
66.自由液面的土石壩平面滲流分析...............................................................................282 ( y! w) c0 s+ O4 c# E6 O5 v
67.導(dǎo)出剛度矩陣...............................................................................................................286 $ R$ M9 q- }' D" p1 ]( \
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
7 K/ ~2 z/ o! d69.移動(dòng)溫度荷載計(jì)算.......................................................................................................294 ! Z" L# c' ^8 S+ P% J# I& w q
70.SHSD 用于殼-實(shí)體裝配實(shí)例An .................................................................................296 ' N: D A5 a m/ Q' V: m. }
71.a(chǎn)nsys 顯示-隱式-回彈分析實(shí)例.........................................................................300
. A( K7 m1 K2 P+ h72.工況組合的經(jīng)典例子...................................................................................................315 |
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