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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 " i2 a& S1 w6 h( E6 ^' j: X
2.混凝土非線性計算實例（1）- MISO 單壓........................................................................6 4 [& |! q3 N) r {' u
3.混凝土非線性計算實例（2）- MISO 約束壓....................................................................7
6 y, u& q" \1 s! b5 I, l0 N4.混凝土非線性計算實例（3）- KINH 滯回......................................................................10
, v1 j7 K. B! w7 l; h3 {5.混凝土非線性計算實例（4）- KINH 壓-拉裂................................................................12
* Q: B; P2 S8 B/ }. x; r6.混凝土非線性計算實例（5）...........................................................................................13
' J* C6 J. i& y2 r7 [7.混凝土非線性計算實例（6）...........................................................................................15 , L8 i0 Q1 s% ]: N
8.混凝土非線性計算實例（7）- MISO 滯回......................................................................17 ) i# a9 _# f0 Q! U
9.混凝土非線性計算實例（8）...........................................................................................19
. z1 f' I2 @% u10.混凝土非線性計算實例（9）-梁平面應力...................................................................21
/ L8 @& F0 i7 o/ L P11.四層彈簧－質(zhì)點模型的地震分析...................................................................................23 & ?0 N6 m4 F3 F3 F
12.懸臂梁地震分析...............................................................................................................49
4 w- L; d9 ~9 E13.用 beam 54 單元描述變截面梁的例子...........................................................................73
% B. D$ o* G- ?& }) h14.變截面梁實例...................................................................................................................74 0 M$ n% h1 ?( ~+ C. F# Z r0 F
15.拱橋澆筑過程分析-單元生死應用實例..........................................................................75
+ N3 H3 ^6 R/ k$ h16.簡支梁實體與預應力鋼筋分析實例................................................................................76
9 H" _: o4 k7 W1 l1 V ^7 l: N8 X c17. 簡單的二維焊接分析－單元生死實例.........................................................................78
2 F' t9 U0 {' }& q18.隧道開挖（三維）的命令流............................................................................................85
$ M0 q* W Q& L# [19.巖土接觸分析實例..........................................................................................................102 + z- U& Z G7 L/ I. t/ A# H
20.鋼筋混凝土管的動力響應特性分析實例......................................................................110 5 J9 M6 r$ E+ B9 y% g
21.隧道模擬開挖命令流（入門）......................................................................................117 : u o. g( o7 h# ^
22.螺栓連接的模擬實現(xiàn)問題..............................................................................................120
& d, K# k0 }" H, o+ c+ C* e, S j23.道路的基層、墊層模量與應力之間的關(guān)系..................................................................130
1 P; v& z0 t& E- b0 X23.滯回分析..........................................................................................................................152 # a) A) B3 H* R( |& _; P
24.模擬某樓層澆注.............................................................................................................154
/ [6 u2 L C0 E a+ r25.在面上施加移動的面力.................................................................................................156
' u6 h( {7 x: W3 ]# I) d27.在任意面施加任意方向任意變化的壓力.....................................................................160
, g2 ?4 Z( S, t j28.預緊分析.........................................................................................................................161 # }% |: e0 P+ E7 j$ @, B
29.幾何非線性+塑性+接觸+蠕變....................................................................................163
5 G3 s# N$ I N* x6 D30.埋設在地下的排水管道.................................................................................................168 / \3 `! x! f* i M
32.幕墻企業(yè)玻璃簡化計算.................................................................................................173
1 U1 u1 E8 U: m- R! S, t8 M# ~' q33.等截面桿單元生死應用實例.........................................................................................189
6 }$ P \2 i( `1 G34.梁板建模聯(lián)系.................................................................................................................190
8 T9 _2 q/ Q: u( c8 Z/ I2 ^36.簡單的例子－如何對結(jié)構(gòu)的振動控制分析.................................................................193
. k0 j# I5 O" h& S- ~37.模態(tài)分析結(jié)果的輸出實例.............................................................................................195 g& Q f8 u6 A+ V
38.火車過橋動態(tài)加載實例（部分）.................................................................................197 : B. j/ p: Q/ v1 S" e6 i, K
39.懸索結(jié)構(gòu)的找形和計算的例題.....................................................................................214
$ A0 U0 V+ ~% F9 K6 L. j1 _40.陶瓷桿撞擊鋁板的例子.................................................................................................219
- z3 s$ [# x6 I" W' C" k) j4 ?# j41.求反作用力的APDL 命令法........................................................................................222
K) L; Y) v4 B9 q( m% V42.LS-DYNA 實例（部分）..............................................................................................223
3 A! u4 J4 b& V# Q' X43.路面分層填筑對路基的影響.........................................................................................224
, P1 S% O: [! J44.一個例子（含地震影響,，求振興與頻率）.................................................................228 ' ]; e' v6 l) v+ \% Y
45.接觸面上的壓力總和.....................................................................................................232
$ `+ [1 ^: v# z6 _8 r, |' R46.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 " d# M b4 O7 l! P
48.一個圓形水池的靜力分析.............................................................................................238 9 e& f' p' v" l) W( m9 w( {7 H
49.ANSYS 中混凝土模式預應力模擬的算例......................................................................239
' O, Y5 c1 w' m- z50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241 % ?+ K) s8 [1 B' ?7 j+ _4 K8 ]
51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.................................................................................................243
5 j$ Q% U: T1 a$ R0 m52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應.........................................................................245 ) t/ s3 \' O2 f: C6 h8 o2 x, j
53.三角平臺受一地震譜激勵的應力分布和支反力.........................................................247
1 x& @- d$ C+ g54.三角平臺受時程載荷作用的應力分布和變形過程.....................................................249 7 }/ x5 z5 T4 `9 \) y
55.經(jīng)典層合板理論.............................................................................................................251
3 u! h6 r" M, E5 ]4 ^( ?9 V56．定易圓軌跡的例子.......................................................................................................258 & p, \! m4 K7 \0 b9 l
57．模擬門式剛架施工－單元生死...................................................................................258 : i; F; g4 p$ P! V7 p) F
58．鋼筋混凝土整體式模型例子.......................................................................................261
7 ] C. S# d$ _0 V59．在荷載步之間改變材料屬性例子...............................................................................263 8 I( c9 _, x" Z4 N! g, ^+ k7 V
60．含預應力的特征值屈曲計算.......................................................................................264
" }$ [1 _0 e U, s" j4 G2 }& ?61．振型疊加計算及工況組合例子...................................................................................266
5 p @6 u# h: h k; L# i7 }62．柱子穩(wěn)定分析算（預應力，特征值屈曲,，初始缺陷）...........................................269 3 J: o R9 a& J8 M$ I( w/ [
63． module MConcrete !混凝土模板 ............................................................................272
) `! _, @. ?6 D) I7 y7 G8 X3 F2 F/ c64.混凝土開裂實例.............................................................................................................280 - t; @& [6 z4 {/ \
65．螺栓網(wǎng)格劃分...............................................................................................................281
% V* s0 E. W' p! Y, ^' i66．自由液面的土石壩平面滲流分析...............................................................................282 2 o6 v& e* s. j$ e8 d- F( w
67．導出剛度矩陣...............................................................................................................286
4 d9 Q& S9 J6 \" s5 Z68．某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287 , u( V1 l: G" d" X
69．移動溫度荷載計算.......................................................................................................294 " N. f4 l7 a: R6 `, v$ {! @
70．SHSD 用于殼-實體裝配實例An .................................................................................296
6 m6 W- @# S3 n- D71．a(chǎn)nsys 顯示－隱式－回彈分析實例.........................................................................300
5 i. t7 z) a5 d0 P2 d72．工況組合的經(jīng)典例子...................................................................................................315 |
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