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1、ANSYS分析实例集Whtao1998 汇集1 1ANSYS SOLID65 环向布置钢筋的例子 .4 2.混凝土非线性计算实例（1）- MISO 单压.6 3.混凝土非线性计算实例（2）- MISO 约束压.7 4.混凝土非线性计算实例（3）- KINH 滞回.10 5.混凝土非线性计算实例（4）- KINH 压-拉裂.12 6.混凝土非线性计算实例（5）.13 7.混凝土非线性计算实例（6）.15 8.混凝土非线性计算实例（7）- MISO 滞回.17 9.混凝土非线性计算实例（8）.19 10.混凝土非线性计算实例（9）-梁平面应力.21 11.四层弹簧质点模型的地震分析.23 12.悬
2、臂梁地震分析.49 13.用 beam 54 单元描述变截面梁的例子.73 14.变截面梁实例.74 15.拱桥浇筑过程分析-单元生死应用实例 .75 16.简支梁实体与预应力钢筋分析实例.76 17. 简单的二维焊接分析单元生死实例.78 18.隧道开挖（三维）的命令流.85 19.岩土接触分析实例.102 20.钢筋混凝土管的动力响应特性分析实例. 110 21.隧道模拟开挖命令流（入门）. 117 22.螺栓连接的模拟实现问题.120 23.道路的基层、垫层模量与应力之间的关系.130 23.滞回分析.152 24.模拟某楼层浇注.154 25.在面上施加移动的面力.156 27.在任意
3、面施加任意方向任意变化的压力 .160 28.预紧分析 .161 29.几何非线性+塑性+接触+蠕变.163 30.埋设在地下的排水管道 .168 32.幕墙企业玻璃简化计算 .173 33.等截面杆单元生死应用实例 .189 34.梁板建模联系 .190 36.简单的例子如何对结构的振动控制分析.193 37.模态分析结果的输出实例 .195 38.火车过桥动态加载实例（部分） .197 39.悬索结构的找形和计算的例题 .214 40.陶瓷杆撞击铝板的例子 .219 41.求反作用力的 APDL 命令法 .222 42.LS-DYNA 实例（部分） .223 43.路面分层填筑对路基的影响
4、 .224 44.一个例子（含地震影响，求振兴与频率） .228 45.接触面上的压力总和 .232 46.施加位置函数荷载 .2362 47.非线性分析考虑刚度退化 .237 48.一个圆形水池的静力分析 .238 49.ANSYS 中混凝土模式预应力模拟的算例.239 50.悬臂梁受重力作用发生大变形求其固有频率.241 51.循环对称结构模态分析.243 52.三角平台受谐波载荷作用的结构响应.245 53.三角平台受一地震谱激励的应力分布和支反力.247 54.三角平台受时程载荷作用的应力分布和变形过程.249 55.经典层合板理论.251 56定易圆轨迹的例子.258 57模拟门式刚
5、架施工单元生死.258 58钢筋混凝土整体式模型例子.261 59在荷载步之间改变材料属性例子.263 60含预应力的特征值屈曲计算.264 61振型叠加计算及工况组合例子.266 62柱子稳定分析算（预应力，特征值屈曲，初始缺陷）.269 63 module MConcrete !混凝土模板 .272 64.混凝土开裂实例.280 65螺栓网格划分.281 66自由液面的土石坝平面渗流分析.282 67导出刚度矩阵.286 68某混凝土拱坝工程施工期及运行期温度场仿真分析.287 69移动温度荷载计算.294 70SHSD 用于壳-实体装配实例 An .296 71ansys 显示隐式回弹分
6、析实例 .300 72工况组合的经典例子.31531ANSYS SOLID65 环向布置钢筋的例子! 一个管道，环向配筋率为 1%，纵向配筋率为 0.5%，径向配筋率为 0.1%! FINISH/CLEAR/PREP7!*! 单元属性 ET,1,SOLID65!* KEYOPT,1,1,0KEYOPT,1,5,0KEYOPT,1,6,0KEYOPT,1,7,1!*!实参数 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.!材料属性!混凝土基本材料属性 MPTEMP,
7、 MPTEMP,1,0MPDATA,EX,1,30E2MPDATA,PRXY,1,.2!屈服准则 TB,MISO,1,1,5, TBTEMP,0TBPT,0.0005,15TBPT,0.001,21TBPT,0.0015,24TBPT,0.002,27TBPT,0.003,24!破坏准则 TB,CONC,1,1,9, TBTEMP,0TBDATA,.5,.9,3,30,!抗拉和抗压是 10 倍的关系 TBDATA,1, MPTEMP,4MPTEMP,1,0!钢材基本属性 MPDATA,EX,2,200E3MPDATA,PRXY,2,.27!屈服准则 TB,BISO,2,1,2, TBTEMP,
8、0TBDATA,310,2E3,! 管道内径和外径 CYL4,0,0,3000, , , ,10000CYL4,0,0,2000, , , ,10000VSBV, 1, 2! 定义局部柱坐标 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：设定单元局部坐标 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：红色代表最大配筋方向，绿色代表其次，蓝色表示最小配筋方向52.混凝土非线性计算实例（1）- MISO 单压!MISO 单压 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.混凝土非线性计算实例（2）- MISO 约束压7!MISO 约束
13、压 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.混凝土非线性计算实例（3）- KINH 滞回!KINH 滞回 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.混凝土非线性计算实例（4）- KINH 压-拉裂!KINH 压拉裂 压到峰值，泄载、反向加载到拉裂 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.混凝土非线性计算实例（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,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.混凝土非线性计算实例（6）!MISO 约束压 FINISH/CLEAR/PREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB