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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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9 p% j8 m s4 K# b( ?* t. X5 Y. c1.ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4
; Z. @# u6 c1 x2 U' J& T2.混凝土非線性計算實(shí)例(1)- MISO 單壓........................................................................6
7 r: y% [- p& ~$ R* c# l3.混凝土非線性計算實(shí)例(2)- MISO 約束壓....................................................................7
" I0 ]! o) h6 r3 \7 g4.混凝土非線性計算實(shí)例(3)- KINH 滯回......................................................................10 & i0 o g0 O( V
5.混凝土非線性計算實(shí)例(4)- KINH 壓-拉裂................................................................12 : [& R8 `8 C! k. y; Q
6.混凝土非線性計算實(shí)例(5)...........................................................................................13
0 n; R7 R! \1 k$ Y0 o7.混凝土非線性計算實(shí)例(6)...........................................................................................15 9 C) l8 V3 |0 v: a' ]# L- Y
8.混凝土非線性計算實(shí)例(7)- MISO 滯回......................................................................17
& Q5 V V) s; l7 K+ i/ Y: l* i* W9.混凝土非線性計算實(shí)例(8)...........................................................................................19 / h- ~. `+ O1 e4 C
10.混凝土非線性計算實(shí)例(9)-梁平面應(yīng)力...................................................................21
1 S/ ]; r+ \5 g& P4 `& }11.四層彈簧-質(zhì)點(diǎn)模型的地震分析...................................................................................23
0 |5 V9 N, b, N! _# ` O; S, M7 j12.懸臂梁地震分析...............................................................................................................49
. i% Y! ~6 H# X# Q13.用 beam 54 單元描述變截面梁的例子...........................................................................73 ! ?+ U5 h" e& T) m+ ?" }
14.變截面梁實(shí)例...................................................................................................................74
. D' i% o9 f Q3 }% L15.拱橋澆筑過程分析-單元生死應(yīng)用實(shí)例..........................................................................75 ' y0 ~' l' Z% H& n- N0 `
16.簡支梁實(shí)體與預(yù)應(yīng)力鋼筋分析實(shí)例................................................................................76
* g* I1 W* i. z/ { }17. 簡單的二維焊接分析-單元生死實(shí)例.........................................................................78
8 W/ q, R \5 K, `18.隧道開挖(三維)的命令流............................................................................................85 ! \: C; d+ T- k
19.巖土接觸分析實(shí)例..........................................................................................................102
* J$ t% g2 H# D% I20.鋼筋混凝土管的動力響應(yīng)特性分析實(shí)例......................................................................110 , L& o6 O- v8 M$ B {! Y9 [
21.隧道模擬開挖命令流(入門)......................................................................................117 5 Z1 a" g0 t$ I+ J$ v9 I( [! h) y
22.螺栓連接的模擬實(shí)現(xiàn)問題..............................................................................................120
- ]7 ]# g% |( j2 U; a23.道路的基層,、墊層模量與應(yīng)力之間的關(guān)系..................................................................130 [9 f& [3 `, j1 T6 m$ P
23.滯回分析..........................................................................................................................152 L+ r/ [% }& t) I2 _
24.模擬某樓層澆注.............................................................................................................154 : q; N* h7 s# n! M! e
25.在面上施加移動的面力.................................................................................................156 1 r3 \2 I$ v- Z7 f) s' [; ~
27.在任意面施加任意方向任意變化的壓力.....................................................................160 # a7 T% Q/ ]1 u2 ]" U/ c
28.預(yù)緊分析.........................................................................................................................161
$ H3 K" n2 t% Y. _' ?29.幾何非線性+塑性+接觸+蠕變....................................................................................163 % ^" j4 S- ~' B) Q: W; o) z
30.埋設(shè)在地下的排水管道.................................................................................................168
+ G( ]; {0 C2 r* s& Q1 ?32.幕墻企業(yè)玻璃簡化計算.................................................................................................173
: d8 x0 Y; Y, d. }5 n7 G33.等截面桿單元生死應(yīng)用實(shí)例.........................................................................................189
' v8 {# t5 y8 s3 K34.梁板建模聯(lián)系.................................................................................................................190 $ J$ {2 L M( E$ {
36.簡單的例子-如何對結(jié)構(gòu)的振動控制分析.................................................................193 ; y6 W0 ^: F4 l- x1 @
37.模態(tài)分析結(jié)果的輸出實(shí)例.............................................................................................195
3 t7 b$ {* x" S3 d1 ]; ], ^% G8 m/ Z38.火車過橋動態(tài)加載實(shí)例(部分).................................................................................197
5 ^0 }# ]% u/ g) r2 u39.懸索結(jié)構(gòu)的找形和計算的例題.....................................................................................214
: b$ Q9 ~# R: }5 Y40.陶瓷桿撞擊鋁板的例子.................................................................................................219
% D' P# W$ f* k; C41.求反作用力的APDL 命令法........................................................................................222 & ~) S; l( i* b
42.LS-DYNA 實(shí)例(部分)..............................................................................................223
3 ~2 E0 \/ I% {- z43.路面分層填筑對路基的影響.........................................................................................224
$ y3 H% \" N' c9 _- w2 [6 s# t44.一個例子(含地震影響,,求振興與頻率).................................................................228
% T" s+ I) `6 V. {45.接觸面上的壓力總和.....................................................................................................232
0 G, Q/ B$ P& Z46.施加位置函數(shù)荷載.........................................................................................................236 ' [" j/ `' I& C/ F
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+ E0 f9 n/ j+ L) Z3 }----------------------- Page 3-----------------------/ O. N( _9 V, ~5 Y- i
47.非線性分析考慮剛度退化.............................................................................................237
5 h, P! f2 j2 G2 V) q3 |# Q; I( C48.一個圓形水池的靜力分析.............................................................................................238 3 P9 }, d, b' c
49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239
- ?0 Q7 \# w: t. W; L50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241
" F, Q% u0 N! j2 m' ?% Z51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.................................................................................................243
4 x0 @; `; n' i" N- G! T& i52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245
* H. ~0 X( z: g53.三角平臺受一地震譜激勵的應(yīng)力分布和支反力.........................................................247
3 e; ^9 g1 d& ~) D5 ^0 c54.三角平臺受時程載荷作用的應(yīng)力分布和變形過程.....................................................249
5 c3 _) z$ M, O# r+ Q& v% c2 v3 J3 {55.經(jīng)典層合板理論.............................................................................................................251
& [3 _9 G+ Q) p$ g2 @2 d56.定易圓軌跡的例子.......................................................................................................258 ' }# |4 M8 D7 T& m
57.模擬門式剛架施工-單元生死...................................................................................258
+ [* p6 b" R$ H, a( W58.鋼筋混凝土整體式模型例子.......................................................................................261 $ [- R& E. t1 k4 o, f
59.在荷載步之間改變材料屬性例子...............................................................................263
0 ~ s" q8 m5 C) ?60.含預(yù)應(yīng)力的特征值屈曲計算.......................................................................................264 ) ]& [, L/ C- }- H: k- a% R
61.振型疊加計算及工況組合例子...................................................................................266
5 ^: `! U, L1 f3 ~62.柱子穩(wěn)定分析算(預(yù)應(yīng)力,特征值屈曲,,初始缺陷)...........................................269
7 X1 X* a+ M6 N7 j63. module MConcrete !混凝土模板 ............................................................................272 " m) X5 f7 ]( L! Y
64.混凝土開裂實(shí)例.............................................................................................................280
# e' v' w7 G7 j2 i4 w# A! p. t, \65.螺栓網(wǎng)格劃分...............................................................................................................281 7 U$ ~# N* }% p* a8 e0 H) |
66.自由液面的土石壩平面滲流分析...............................................................................282
0 W- ]3 w- o) T; ~* I67.導(dǎo)出剛度矩陣...............................................................................................................286 ! z- h- y7 o" K/ u$ z
68.某混凝土拱壩工程施工期及運(yùn)行期溫度場仿真分析...............................................287
' _. D: l$ {8 p: l69.移動溫度荷載計算.......................................................................................................294
! r3 ?5 ^0 M$ O; u* e- r7 f70.SHSD 用于殼-實(shí)體裝配實(shí)例An .................................................................................296 4 ~4 t5 y1 T! a6 n: F
71.a(chǎn)nsys 顯示-隱式-回彈分析實(shí)例.........................................................................300 - D" {* @4 G, V i# b
72.工況組合的經(jīng)典例子...................................................................................................315 |
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