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ANSYS經(jīng)典實例匯集.part1.rar
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1．ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4 # s9 p2 d' z, U2 [6 ^9 T2 @2 L
2.混凝土非線性計算實例（1）- MISO 單壓........................................................................6 $ A, X: A3 ~+ v
3.混凝土非線性計算實例（2）- MISO 約束壓....................................................................7 ! r8 _3 ^3 v' w7 _* q
4.混凝土非線性計算實例（3）- KINH 滯回......................................................................10 8 |& R9 f4 u( M; y/ ~: g- @9 v
5.混凝土非線性計算實例（4）- KINH 壓-拉裂................................................................12 ' \$ I9 {0 L8 C) P/ T2 z) h
6.混凝土非線性計算實例（5）...........................................................................................13 % M2 N5 {" ?& }1 f+ K
7.混凝土非線性計算實例（6）...........................................................................................15 2 M; b% X8 U$ B
8.混凝土非線性計算實例（7）- MISO 滯回......................................................................17
4 d/ R- Z' k) S, [0 X) H8 P+ Z9.混凝土非線性計算實例（8）...........................................................................................19 & \7 c# D0 V8 _- R( u( \( b* C; F
10.混凝土非線性計算實例（9）-梁平面應(yīng)力...................................................................21 9 x& W( ]. [, i: Z' k
11.四層彈簧－質(zhì)點模型的地震分析...................................................................................23
3 f, L# P' K+ B0 |/ N12.懸臂梁地震分析...............................................................................................................49
7 F6 M* U5 J! q7 M: y8 R: }; O13.用 beam 54 單元描述變截面梁的例子...........................................................................73 " H4 m; j D. a& ^' A
14.變截面梁實例...................................................................................................................74
% D2 f9 B" h- [9 F15.拱橋澆筑過程分析-單元生死應(yīng)用實例..........................................................................75 5 A7 w5 r$ j* ~" k
16.簡支梁實體與預(yù)應(yīng)力鋼筋分析實例................................................................................76 1 p" ?: R; M3 a/ V0 H
17. 簡單的二維焊接分析－單元生死實例.........................................................................78 Q1 R5 \1 j9 @
18.隧道開挖（三維）的命令流............................................................................................85
3 i4 k8 a0 B' C$ E19.巖土接觸分析實例..........................................................................................................102 " Q0 w* X$ }! P, S( N, @; w) B
20.鋼筋混凝土管的動力響應(yīng)特性分析實例......................................................................110
& j9 Z. [' @& p4 m- [21.隧道模擬開挖命令流（入門）......................................................................................117
) H. |4 L2 Y3 n3 R) T22.螺栓連接的模擬實現(xiàn)問題..............................................................................................120 H* _, v1 `' w2 P; R: Z# z
23.道路的基層,、墊層模量與應(yīng)力之間的關(guān)系..................................................................130
# a# c \4 K1 i7 l6 l" j+ I23.滯回分析..........................................................................................................................152 ( X1 d! @# j7 `' Q5 K6 I6 C1 u1 X8 Q
24.模擬某樓層澆注.............................................................................................................154 ! q2 j! m9 Z8 t7 [7 a& Q \# v) Q
25.在面上施加移動的面力.................................................................................................156
$ v1 [% i4 I/ J$ A+ x27.在任意面施加任意方向任意變化的壓力.....................................................................160
/ E5 h+ }4 N4 ]* J: f( o& c28.預(yù)緊分析.........................................................................................................................161 : j6 R/ u) z+ S; e0 f8 J/ r9 _
29.幾何非線性+塑性+接觸+蠕變....................................................................................163 4 A8 X/ j$ f o9 r: y8 ~/ R6 r: P
30.埋設(shè)在地下的排水管道.................................................................................................168 ; |* I" z% C: C7 X0 g+ a
32.幕墻企業(yè)玻璃簡化計算.................................................................................................173
& l; B0 r* o0 t& K1 S6 w+ s33.等截面桿單元生死應(yīng)用實例.........................................................................................189 ( t$ ^ a R9 K$ f' o
34.梁板建模聯(lián)系.................................................................................................................190 $ t$ S. ~0 i) S3 K( E( y
36.簡單的例子－如何對結(jié)構(gòu)的振動控制分析.................................................................193
+ o- O. {$ g6 V: l3 c37.模態(tài)分析結(jié)果的輸出實例.............................................................................................195 0 i$ P" p2 X- e2 b5 E3 `# r* [4 d# k
38.火車過橋動態(tài)加載實例（部分）.................................................................................197 ) ] [9 k) N" V/ K9 [ v
39.懸索結(jié)構(gòu)的找形和計算的例題.....................................................................................214
1 ~# z* a! m q+ b0 _/ f40.陶瓷桿撞擊鋁板的例子.................................................................................................219
$ ~1 H& v- v! a' U/ T4 O& g; F41.求反作用力的APDL 命令法........................................................................................222 . e" @; i# ^5 h' s5 l l
42.LS-DYNA 實例（部分）..............................................................................................223 3 ?$ P0 l" R+ p( F* i
43.路面分層填筑對路基的影響.........................................................................................224 2 L% T+ J, L/ H" [9 T/ P+ b
44.一個例子（含地震影響，求振興與頻率）.................................................................228 / W' |$ o/ F4 k/ \. A$ a. z% G
45.接觸面上的壓力總和.....................................................................................................232
. f }4 p# P& P! W46.施加位置函數(shù)荷載.........................................................................................................236 ) J) Y# z+ p& B7 [3 U8 R2 p) T
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: ?, c$ b/ d' t7 F4 v47.非線性分析考慮剛度退化.............................................................................................237
( r2 j) {' u/ J$ A" [0 u48.一個圓形水池的靜力分析.............................................................................................238
6 ^+ N) q+ G w( |49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239
" K) [6 b9 f4 R; E0 r50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241
# f+ y1 o3 F, n9 P) f- n5 T, F" U% d51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.................................................................................................243 ! L v9 D$ ?8 z3 J, N& n
52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245 1 E0 ^ s5 X' j
53.三角平臺受一地震譜激勵的應(yīng)力分布和支反力.........................................................247
8 x) X* W; G N6 a5 \3 x54.三角平臺受時程載荷作用的應(yīng)力分布和變形過程.....................................................249 # z8 ?) _2 X: ^! ~0 j q% x
55.經(jīng)典層合板理論.............................................................................................................251
5 q4 {- i2 u, Y, x3 K56．定易圓軌跡的例子.......................................................................................................258
|) Q5 C9 C. q0 p o0 `, Q0 j2 z57．模擬門式剛架施工－單元生死...................................................................................258 8 p' C4 w+ `, L2 p
58．鋼筋混凝土整體式模型例子.......................................................................................261
9 U% K( H e F3 q1 `" X! j* I6 \59．在荷載步之間改變材料屬性例子...............................................................................263
" u0 A1 u5 p: A/ C {60．含預(yù)應(yīng)力的特征值屈曲計算.......................................................................................264
7 L7 B+ O- H9 S; S' ~, s& ?61．振型疊加計算及工況組合例子...................................................................................266 4 o# S( B; B, G' {8 t
62．柱子穩(wěn)定分析算（預(yù)應(yīng)力,，特征值屈曲,，初始缺陷）...........................................269 ) W1 @8 r' [* w9 S+ }/ i
63． module MConcrete !混凝土模板 ............................................................................272
6 Z; \& I# H! J% s& L; T! q64.混凝土開裂實例.............................................................................................................280
; }: i& K& t0 L# L. M+ B; g65．螺栓網(wǎng)格劃分...............................................................................................................281 $ C5 o+ Q/ }+ X# o) g( f
66．自由液面的土石壩平面滲流分析...............................................................................282
$ T2 R# ]% L3 r- U5 t( k67．導(dǎo)出剛度矩陣...............................................................................................................286
3 ]+ e: d0 F: z# n68．某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287
; D6 b) ~4 `. o: m$ q. x0 t69．移動溫度荷載計算.......................................................................................................294
. t# M3 T5 ?0 G2 \' O1 M70．SHSD 用于殼-實體裝配實例An .................................................................................296 + f% _% P3 G/ A6 D$ ] B' g: Y. i
71．a(chǎn)nsys 顯示－隱式－回彈分析實例.........................................................................300
, K: K2 E3 N @: ?72．工況組合的經(jīng)典例子...................................................................................................315 |
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