ansys分析實例70

1、ANSYS分析實例集Whtao1998 匯集1 1ANSYS SOLID65 環(huán)向布置鋼筋的例子 .4 2.混凝土非線性計算實例（1）- MISO 單壓.6 3.混凝土非線性計算實例（2）- MISO 約束壓.7 4.混凝土非線性計算實例（3）- KINH 滯回.10 5.混凝土非線性計算實例（4）- KINH 壓-拉裂.12 6.混凝土非線性計算實例（5）.13 7.混凝土非線性計算實例（6）.15 8.混凝土非線性計算實例（7）- MISO 滯回.17 9.混凝土非線性計算實例（8）.19 10.混凝土非線性計算實例（9）-梁平面應(yīng)力.21 11.四層彈簧質(zhì)點模型的地震分析.23 12.懸

2、臂梁地震分析.49 13.用 beam 54 單元描述變截面梁的例子.73 14.變截面梁實例.74 15.拱橋澆筑過程分析-單元生死應(yīng)用實例 .75 16.簡支梁實體與預(yù)應(yīng)力鋼筋分析實例.76 17. 簡單的二維焊接分析單元生死實例.78 18.隧道開挖（三維）的命令流.85 19.巖土接觸分析實例.102 20.鋼筋混凝土管的動力響應(yīng)特性分析實例. 110 21.隧道模擬開挖命令流（入門）. 117 22.螺栓連接的模擬實現(xiàn)問題.120 23.道路的基層、墊層模量與應(yīng)力之間的關(guān)系.130 23.滯回分析.152 24.模擬某樓層澆注.154 25.在面上施加移動的面力.156 27.在任意

3、面施加任意方向任意變化的壓力 .160 28.預(yù)緊分析 .161 29.幾何非線性+塑性+接觸+蠕變.163 30.埋設(shè)在地下的排水管道 .168 32.幕墻企業(yè)玻璃簡化計算 .173 33.等截面桿單元生死應(yīng)用實例 .189 34.梁板建模聯(lián)系 .190 36.簡單的例子如何對結(jié)構(gòu)的振動控制分析.193 37.模態(tài)分析結(jié)果的輸出實例 .195 38.火車過橋動態(tài)加載實例（部分） .197 39.懸索結(jié)構(gòu)的找形和計算的例題 .214 40.陶瓷桿撞擊鋁板的例子 .219 41.求反作用力的 APDL 命令法 .222 42.LS-DYNA 實例（部分） .223 43.路面分層填筑對路基的影響

4、 .224 44.一個例子（含地震影響，求振興與頻率） .228 45.接觸面上的壓力總和 .232 46.施加位置函數(shù)荷載 .2362 47.非線性分析考慮剛度退化 .237 48.一個圓形水池的靜力分析 .238 49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例.239 50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.241 51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.243 52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).245 53.三角平臺受一地震譜激勵的應(yīng)力分布和支反力.247 54.三角平臺受時程載荷作用的應(yīng)力分布和變形過程.249 55.經(jīng)典層合板理論.251 56定易圓軌跡的例子.258 57模擬門式剛

5、架施工單元生死.258 58鋼筋混凝土整體式模型例子.261 59在荷載步之間改變材料屬性例子.263 60含預(yù)應(yīng)力的特征值屈曲計算.264 61振型疊加計算及工況組合例子.266 62柱子穩(wěn)定分析算（預(yù)應(yīng)力，特征值屈曲，初始缺陷）.269 63 module MConcrete !混凝土模板 .272 64.混凝土開裂實例.280 65螺栓網(wǎng)格劃分.281 66自由液面的土石壩平面滲流分析.282 67導(dǎo)出剛度矩陣.286 68某混凝土拱壩工程施工期及運行期溫度場仿真分析.287 69移動溫度荷載計算.294 70SHSD 用于殼-實體裝配實例 An .296 71ansys 顯示隱式回彈分

6、析實例 .300 72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,

7、 MPTEMP,1,0MPDATA,EX,1,30E2MPDATA,PRXY,1,.2!屈服準(zhǔn)則 TB,MISO,1,1,5, TBTEMP,0TBPT,0.0005,15TBPT,0.001,21TBPT,0.0015,24TBPT,0.002,27TBPT,0.003,24!破壞準(zhǔn)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(zhǔn)則 TB,BISO,2,1,2, TBTEMP,

8、0TBDATA,310,2E3,! 管道內(nèi)徑和外徑 CYL4,0,0,3000, , , ,10000CYL4,0,0,2000, , , ,10000VSBV, 1, 2! 定義局部柱坐標(biāo) 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 coord

9、inate system. KWPAVE, 1WPRO,-90.000000VSBW,ALLESIZE,500,0,! 注意：設(shè)定單元局部坐標(biāo) VATT, 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(lán)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

10、,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,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-6,16.8TBP

11、T,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,15,21.5,23,16,9BLOCK,0,50,0,50,0,50MSHAPE,0,3D MSHKEY,1ESIZE,106VMESH,ALL 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,

12、UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLU ANTYPE,STATIC AUTOTS,OFF OUTRES,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

13、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,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-6,22.3

14、TBPT,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,15,21.5,23,16,9BLOCK,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

15、,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/SOLU OUTRES,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,

16、-1/50ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH94.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,1300

17、E-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, 9.0BLOCK,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,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLU

18、 OUTRES,ALL,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,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,-1/5

19、0ADD,5,3,STRESS,-1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESS XVAR,4PLVAR,5FINISH115.混凝土非線性計算實例（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-

20、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, 9.0BLOCK,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,

21、1,1,1/REPLOT/SOLU OUTRES,ALL,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,45NSUBST,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/PREP7ANT

22、YPE,STATIC13ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,18TBPT, 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

23、,2400E-6,19.1TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3600E-6,13.0TBPT,4100E-6,11.3TBPT,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/SOLU OUTRES,ALL,

24、ALL TIME,50NSUBST,50,0,50D,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,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,0TBD

25、ATA,1,0.3,0.5,2.5,-1TB,KINH,1,1,15TBPT, 100E-6, 3.015TBPT, 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

26、!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 D,ALL,UX,0D,ALL,UZ,0NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOL

27、U OUTRES,ALL,1TIME,20NSUBST,20,0,2016D,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,5FINISH8.混凝土非線性計算實例（7）-

28、 MISO 滯回!MISO 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,-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-6,22.7

29、TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,2800E-6,16.8TBPT,3200E-6,14.7TBPT,3800E-6,12.3TBPT,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/SOLU OUTRES,AL

30、L,ALL TIME,20NSUBST,20,0,20D,1,UY,-.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,UY,-.0118LSWRITE,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,S

31、TRESS,-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 FINISH/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-6,2

32、2.8TBPT,1620E-6,22.8TBPT,1800E-6,22.3TBPT,2000E-6,21.4TBPT,3500E-6,12.8TBPT,5000E-6, 9.0!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

33、,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL NSEL,ALL FINISH/VIEW,1,1,1,1/REPLOT/SOLU OUTRES,ALL,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,1,0.3,0.5,2.5,-1TB,MISO,1,1,15TBPT, 100E-6, 3.0TBPT, 300E-6, 8.3TBPT, 600E-6,14.6TBPT, 900E-6,19.1TBPT,1100E-