ansys分析實例集

1、ANSYS分析實例集Whtao1998 匯集11ANSYS SOLID65 環(huán)向布置鋼筋的例子 .42.混凝土非線性計算實例（1）- MISO 單壓.63.混凝土非線性計算實例（2）- MISO 約束壓.74.混凝土非線性計算實例（3）- KINH 滯回.105.混凝土非線性計算實例（4）- KINH 壓-拉裂.126.混凝土非線性計算實例（5）.137.混凝土非線性計算實例（6）.158.混凝土非線性計算實例（7）- MISO 滯回.179.混凝土非線性計算實例（8）.1910.混凝土非線性計算實例（9）-梁平面應(yīng)力.2111.四層彈簧質(zhì)點模型的地震分析.2312.懸臂梁地震分析.4913.

2、用 beam 54 單元描述變截面梁的例子.7314.變截面梁實例.7415.拱橋澆筑過程分析-單元生死應(yīng)用實例 .7516.簡支梁實體與預(yù)應(yīng)力鋼筋分析實例.7617. 簡單的二維焊接分析單元生死實例.7818.隧道開挖（三維）的命令流.8519.巖土接觸分析實例.10220.鋼筋混凝土管的動力響應(yīng)特性分析實例. 11021.隧道模擬開挖命令流（入門）. 11722.螺栓連接的模擬實現(xiàn)問題.12023.道路的基層、墊層模量與應(yīng)力之間的關(guān)系.13023.滯回分析.15224.模擬某樓層澆注.15425.在面上施加移動的面力.15627.在任意面施加任意方向任意變化的壓力 .16028.預(yù)緊分析

3、.16129.幾何非線性+塑性+接觸+蠕變.16330.埋設(shè)在地下的排水管道 .16832.幕墻企業(yè)玻璃簡化計算 .17333.等截面桿單元生死應(yīng)用實例 .18934.梁板建模聯(lián)系 .19036.簡單的例子如何對結(jié)構(gòu)的振動控制分析.19337.模態(tài)分析結(jié)果的輸出實例 .19538.火車過橋動態(tài)加載實例（部分） .19739.懸索結(jié)構(gòu)的找形和計算的例題 .21440.陶瓷桿撞擊鋁板的例子 .21941.求反作用力的 APDL 命令法 .22242.LS-DYNA 實例（部分） .22343.路面分層填筑對路基的影響 .22444.一個例子（含地震影響，求振興與頻率） .22845.接觸面上的壓力

4、總和 .23246.施加位置函數(shù)荷載 .236247.非線性分析考慮剛度退化 .23748.一個圓形水池的靜力分析 .23849.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例.23950.懸臂梁受重力作用發(fā)生大變形求其固有頻率.24151.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.24352.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).24553.三角平臺受一地震譜激勵的應(yīng)力分布和支反力.24754.三角平臺受時程載荷作用的應(yīng)力分布和變形過程.24955.經(jīng)典層合板理論.25156定易圓軌跡的例子.25857模擬門式剛架施工單元生死.25858鋼筋混凝土整體式模型例子.26159在荷載步之間改變材料屬性例子.26360含預(yù)應(yīng)力

5、的特征值屈曲計算.26461振型疊加計算及工況組合例子.26662柱子穩(wěn)定分析算（預(yù)應(yīng)力，特征值屈曲，初始缺陷）.26963 module MConcrete !混凝土模板 .27264.混凝土開裂實例.28065螺栓網(wǎng)格劃分.28166自由液面的土石壩平面滲流分析.28267導出剛度矩陣.28668某混凝土拱壩工程施工期及運行期溫度場仿真分析.28769移動溫度荷載計算.29470SHSD 用于殼-實體裝配實例 An .29671ansys 顯示隱式回彈分析實例 .30072工況組合的經(jīng)典例子.31531ANSYS SOLID65 環(huán)向布置鋼筋的例子! 一個管道，環(huán)向配筋率為 1%，縱向配筋

6、率為 0.5%，徑向配筋率為 0.1%!FINISH/CLEAR/PREP7!*! 單元屬性 ET,1,SOLID65!* KEYOPT,1,1,0KEYOPT,1,5,0KEYOPT,1,6,0KEYOPT,1,7,1!*!實參數(shù) 1：不同方向配筋 R,1,2,.001, , ,2, .01,RMORE, 90, ,2,.005 ,90 ,90 ,!Adds real constants to a set.!材料屬性!混凝土基本材料屬性 MPTEMP, MPTEMP,1,0MPDATA,EX,1,30E2MPDATA,PRXY,1,.2!屈服準則 TB,MISO,1,1,5, TBTEMP,

7、0TBPT,0.0005,15TBPT,0.001,21TBPT,0.0015,24TBPT,0.002,27TBPT,0.003,24!破壞準則 TB,CONC,1,1,9, TBTEMP,0TBDATA,.5,.9,3,30,!抗拉和抗壓是 10 倍的關(guān)系 TBDATA,1, MPTEMP,4MPTEMP,1,0!鋼材基本屬性 MPDATA,EX,2,200E3MPDATA,PRXY,2,.27!屈服準則 TB,BISO,2,1,2, TBTEMP,0TBDATA,310,2E3,! 管道內(nèi)徑和外徑CYL4,0,0,3000, , , ,10000CYL4,0,0,2000, , , ,1

8、0000VSBV, 1, 2! 定義局部柱坐標CSWPLA,11,1,1,1,! Defines a local coordinate system at the origin of the working plane. KWPAVE, 11!move to keypoint11WPRO,-90.000000, VSBW, 3WPCSYS,-1,0!Defines the working plane location based on a coordinate system. KWPAVE, 1WPRO,-90.000000VSBW,ALLESIZE,500,0,! 注意：設(shè)定單元局部坐標 V

9、ATT, 1, 1, 1, 11!* VSWEEP,ALL/DEVICE,VECTOR,1/ESHAPE,1.0!Displays elements with shapes determined from the real constants or section/REPLO! 注意：紅色代表最大配筋方向，綠色代表其次，藍色表示最小配筋方向52.混凝土非線性計算實例（1）- MISO 單壓!MISO 單壓FINISH/CLEAR/PREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2

10、.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TB

11、DATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6!TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50MSHAPE,0,3D MSHKEY,1ESIZE,106VMESH,ALLNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLUANTYPE,STATIC AUTOTS,OFF OUT

12、RES,ALL,1TIME,50NSUBST,50D,1,UY,-.25NSEL,ALL SOLVE FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH3.混凝土非線性計算實例（2）- MISO 約束壓7!MISO 約束壓FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,C

13、ONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600

14、E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6!TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,08NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL D,ALL,UX,0D,ALL,UZ,0NSEL,ALL FINISH/VIEW,

15、1,1,1,1/REPLOT/SOLUOUTRES,ALL,1TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,30NSUBST,20,0,20D,1,UY,-.06LSWRITE,2TIME,40NSUBST,100D,1,UY,-.1LSWRITE,3LSSOLVE,1,3FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH9

16、4.混凝土非線性計算實例（3）- KINH 滯回!KINH 滯回FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8TBPT,1000E-6,20.25TBPT,1300E-6,22.3TBPT,1480E-6,22.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBP

17、T,3500E-6,12.8TBPT,5000E-6, 9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL10NSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,35NSUBST,15,0,15D,1

18、,UY,-.01LSWRITE,2TIME,90NSUBST,55,0,55D,1,UY,-.12LSWRITE,3TIME,125NSUBST,35,0,35D,1,UY,-.05LSWRITE,4TIME,175NSUBST,50,0,50D,1,UY,-.15LSWRITE,5LSSOLVE,1,5FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH115.混凝土非

19、線性計算實例（4）- KINH 壓-拉裂!KINH 壓拉裂 壓到峰值，泄載、反向加載到拉裂FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8TBPT,1000E-6,20.25TBPT,1300E-6,22.3TBPT,1480E-6,22.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,20

20、00E-6,21.4TBPT,3500E-6,12.8TBPT,5000E-6, 9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,012NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,45NS

21、UBST,25,0,25D,1,UY,.01LSWRITE,2LSSOLVE,1,2FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH6.混凝土非線性計算實例（5）FINISH/CLEAR/PREP7ANTYPE,STATIC13ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.

22、3,0.5,2.5,-1TB,KINH,1,1,18TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2400E-6,19.1TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3600E-6,13.0TBPT,4100E-6,11.3TB

23、PT,4600E-6,9.9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH14/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALL TIME,50NSUBST,50,0,50D,1,UY,-.25SOLVE FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,

24、Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH7.混凝土非線性計算實例（6）!MISO 約束壓FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,15TBPT, 100E-6, 3.015TBPT, 300E-6, 8.3TBPT, 600E-6,14

25、.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6,9.9!TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6!TBTEMP,0!TBDATA,15,21.5,

26、23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL D,ALL,UX,0D,ALL,UZ,0NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,1TIME,20NSUBST,20,0,2016D,1,UY,-.04LSWRITE,1TIME,30NSUBST,20,0,20D,1,UY,-

27、.06LSWRITE,2TIME,40NSUBST,100D,1,UY,-.1LSWRITE,3LSSOLVE,1,3FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH8.混凝土非線性計算實例（7）- MISO 滯回!MISO 滯回FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.

28、2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-117TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TB

29、PT,4600E-6,9.9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,UY,-.0118LSWRITE

30、,2TIME,60NSUBST,25,0,25D,1,UY,-.06LSWRITE,3TIME,80NSUBST,20,0,20D,1,UY,-.02LSWRITE,4TIME,110NSUBST,30,0,30D,1,UY,-.08LSWRITE,5LSSOLVE,1,5FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FYADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH9.混凝土非線性計算實例（8）!MISO 單壓FI

31、NISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,119MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,MISO,1,1,10TBPT, 150E-6, 4.5TBPT, 600E-6,14.8TBPT,1000E-6,20.25TBPT,1300E-6,22.3TBPT,1480E-6,22.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,3500E-6,12.8TBPT,5000E-6, 9.0!

32、TB,MKIN,1!TBTEMP,STRAIN!TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6!TBTEMP,0!TBDATA,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL

33、,120TIME,50NSUBST,100,0,100D,1,UY,-.25SOLVE FINISH/POST26NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH10.混凝土非線性計算實例（9）-梁平面應(yīng)力!梁平面應(yīng)力FINISH/CLEAR/PREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.

34、3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-6,21.0TBPT,1250E-6,22.0TBPT,1400E-6,22.6TBPT,1550E-6,22.8TBPT,1650E-6,22.7TBPT,1800E-6,22.3TBPT,2000E-6,21.421TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,4600E-6, 9.9ET,2,LINK8R,2,30R,3,6MP,EX,2,200E3MP,NUXY,2,0.3TB,BKIN,2,1TBTEMP,0TBDATA,300,0/ESHAPE,1/TRIAD,LBOT/VIEW,1,1,1,1N,1,0,0,0N,2,20,0,0NGEN,11,2,1,2,1,0,20NGEN,43,22,1,22,1,0,0,20E,1,2,4,3,23,24,26,25EGEN,10,2,1TYPE,2REAL,2MAT,2E,3,25E,4,26REAL,3E,19,41E,20,42EGEN,42,22,1,14E,47,63E,48,64EGEN,10,88,589,590/NUMBE