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ANSYS經典實例匯集.part1.rar
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ANSYS經典實例匯集.part2(2).rar
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1．ANSYS SOLID65 環向布置鋼筋的例子.............................................................................4 , J3 S& Z. J6 ?" u3 |
2.混凝土非線性計算實例（1）- MISO 單壓........................................................................6 $ Y, C6 p# f4 ?$ E% m, V M
3.混凝土非線性計算實例（2）- MISO 約束壓....................................................................7
& M6 U+ k% o5 n: B' u4.混凝土非線性計算實例（3）- KINH 滯回......................................................................10
8 a2 V9 w |$ P* A$ |5.混凝土非線性計算實例（4）- KINH 壓-拉裂................................................................12 4 C2 b9 c3 |- u6 R1 n1 C3 d5 h6 o
6.混凝土非線性計算實例（5）...........................................................................................13 2 d' N v3 k* E* |7 X b1 e
7.混凝土非線性計算實例（6）...........................................................................................15 " A) @9 X" E( L9 {1 i
8.混凝土非線性計算實例（7）- MISO 滯回......................................................................17
# I0 j4 @: `2 w3 c9.混凝土非線性計算實例（8）...........................................................................................19
) m" e: s6 G3 g/ Y" v+ `0 ~. x( H10.混凝土非線性計算實例（9）-梁平面應力...................................................................21 ( n4 h6 Z8 P5 I. w- H, X
11.四層彈簧－質點模型的地震分析...................................................................................23
* G3 v; W9 Y+ t' o- W12.懸臂梁地震分析...............................................................................................................49 3 H' {. P5 j* I
13.用 beam 54 單元描述變截面梁的例子...........................................................................73
& |) C" C) ]( M) B14.變截面梁實例...................................................................................................................74 . N: o+ X( [. K9 x8 J: s1 L
15.拱橋澆筑過程分析-單元生死應用實例..........................................................................75
$ U: s4 v7 ]8 l16.簡支梁實體與預應力鋼筋分析實例................................................................................76
1 I. s% v( ^! L* f9 P17. 簡單的二維焊接分析－單元生死實例.........................................................................78 - `% x/ |+ t7 y; d) P/ J- k9 o
18.隧道開挖（三維）的命令流............................................................................................85 7 P; d7 S; u4 K2 ~2 g2 R, B0 e
19.巖土接觸分析實例..........................................................................................................102
3 z+ Y+ x* a5 S% q20.鋼筋混凝土管的動力響應特性分析實例......................................................................110
- ?( [5 z m9 w, O21.隧道模擬開挖命令流（入門）......................................................................................117 + z- ]0 D) S4 l; P; i
22.螺栓連接的模擬實現問題..............................................................................................120 + S$ F4 y0 P* `" O8 D5 r5 {: [
23.道路的基層、墊層模量與應力之間的關系..................................................................130 * Z$ R: G0 u1 h$ w
23.滯回分析..........................................................................................................................152
" f" P7 s& t y5 o- X24.模擬某樓層澆注.............................................................................................................154
. W1 l3 I R, Z8 n25.在面上施加移動的面力.................................................................................................156 7 _; p5 Z$ s" F" Q2 S
27.在任意面施加任意方向任意變化的壓力.....................................................................160
" C# A" q3 ~ u28.預緊分析.........................................................................................................................161 & w7 O& C1 ] r% m" z f# J
29.幾何非線性+塑性+接觸+蠕變....................................................................................163 1 V2 X) ?4 _ j5 }$ I) {4 L$ g" n
30.埋設在地下的排水管道.................................................................................................168
3 H: ~+ ]% A% |1 v: b- h9 h: [32.幕墻企業玻璃簡化計算.................................................................................................173 * J5 K9 G0 C/ C! q @% z
33.等截面桿單元生死應用實例.........................................................................................189 . s, E9 Y( H9 C9 K2 l( m" p
34.梁板建模聯系.................................................................................................................190 / N* l2 v0 \" t( Z E
36.簡單的例子－如何對結構的振動控制分析.................................................................193
* X6 X& O% b |( ^7 c! Y37.模態分析結果的輸出實例.............................................................................................195
4 w! P$ i6 {9 C# T38.火車過橋動態加載實例（部分）.................................................................................197 ! W4 h- a$ r9 u: |( N4 S2 P* G9 B
39.懸索結構的找形和計算的例題.....................................................................................214
0 Y% k# {7 q) x! y" [3 d" ^, W& \40.陶瓷桿撞擊鋁板的例子.................................................................................................219 3 n6 @) U0 i2 z
41.求反作用力的APDL 命令法........................................................................................222
( S9 |0 `% m' N# w7 n42.LS-DYNA 實例（部分）..............................................................................................223
1 x" E- V- ?- s3 y4 ~0 D; X43.路面分層填筑對路基的影響.........................................................................................224 2 S d& J3 ?9 Z
44.一個例子（含地震影響，求振興與頻率）.................................................................228 }9 ]& f& x$ U5 e5 G. K0 v
45.接觸面上的壓力總和.....................................................................................................232
4 Q( e: k1 B5 `- h46.施加位置函數荷載.........................................................................................................236
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0 K4 e+ C, g- R" S/ \$ I----------------------- Page 3-----------------------/ j. ]; u' P- y5 g# t
47.非線性分析考慮剛度退化.............................................................................................237
# ~" V! ^+ y' ~( E- u# l+ J$ i48.一個圓形水池的靜力分析.............................................................................................238 1 m6 f: j" S4 s2 X& h7 \
49.ANSYS 中混凝土模式預應力模擬的算例......................................................................239 % L. W' z( Z" e" x
50.懸臂梁受重力作用發生大變形求其固有頻率.............................................................241 9 M; f+ l' E7 A% X! T: e( i8 I% \+ V& i
51.循環對稱結構模態分析.................................................................................................243
6 g+ V9 d8 |6 T0 W$ t. y52.三角平臺受諧波載荷作用的結構響應.........................................................................245 ' ?, r" x) z9 H: m6 B5 d# U
53.三角平臺受一地震譜激勵的應力分布和支反力.........................................................247 9 q- t2 _" B/ {
54.三角平臺受時程載荷作用的應力分布和變形過程.....................................................249
% e& G- e1 E' b55.經典層合板理論.............................................................................................................251
+ K8 O- A! L* D( h% }# a! R56．定易圓軌跡的例子.......................................................................................................258
Y3 C7 f' v* _2 h57．模擬門式剛架施工－單元生死...................................................................................258
) j6 J1 e' a+ G$ {* m58．鋼筋混凝土整體式模型例子.......................................................................................261 + m* t8 `- Q8 [
59．在荷載步之間改變材料屬性例子...............................................................................263 + J. w, y2 c" f( c) }3 Q4 `
60．含預應力的特征值屈曲計算.......................................................................................264 4 |# Z2 }& g8 V# X3 P5 M
61．振型疊加計算及工況組合例子...................................................................................266
3 n' P( T) }" O! |8 F5 ~62．柱子穩定分析算（預應力，特征值屈曲，初始缺陷）...........................................269
* \& b) v3 ]) K# \7 Z/ A7 s3 i63． module MConcrete !混凝土模板 ............................................................................272 / T& n4 l6 p0 `
64.混凝土開裂實例.............................................................................................................280
$ `+ U6 g7 l2 B. |0 ~65．螺栓網格劃分...............................................................................................................281
1 n" _& z! ^. `* ^# l5 l6 O66．自由液面的土石壩平面滲流分析...............................................................................282
: [+ P7 s3 r- H {2 i5 e67．導出剛度矩陣...............................................................................................................286 . I0 b! E a8 J$ M9 e6 G6 ^! c
68．某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287
; |/ g' V2 e" t# o q69．移動溫度荷載計算.......................................................................................................294
/ O5 D; R+ h% J% `70．SHSD 用于殼-實體裝配實例An .................................................................................296
4 N0 d& q4 F( v+ w' g71．ansys 顯示－隱式－回彈分析實例.........................................................................300
: F0 {! ]. E6 ^( I* A0 @72．工況組合的經典例子...................................................................................................315 |
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