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1、Four short words sum up what has lifted most successful individuals above the crowd: a little bit more.-author-dateansys分析实例集ansys分析实例集ANSYS分析实例集Whtao1998 汇集1-1ANSYS SOLID65 环向布置钢筋的例子 .42.混凝土非线性计算实例（1）- MISO 单压.63.混凝土非线性计算实例（2）- MISO 约束压.74.混凝土非线性计算实例（3）- KINH 滞回.105.混凝土非线性计算实例（4）- KINH 压-拉裂.126.混凝土
2、非线性计算实例（5）.137.混凝土非线性计算实例（6）.158.混凝土非线性计算实例（7）- MISO 滞回.179.混凝土非线性计算实例（8）.1910.混凝土非线性计算实例（9）-梁平面应力.2111.四层弹簧质点模型的地震分析.2312.悬臂梁地震分析.4913.用 beam 54 单元描述变截面梁的例子.7314.变截面梁实例.7415.拱桥浇筑过程分析-单元生死应用实例 .7516.简支梁实体与预应力钢筋分析实例.7617. 简单的二维焊接分析单元生死实例.7818.隧道开挖（三维）的命令流.8519.岩土接触分析实例.10220.钢筋混凝土管的动力响应特性分析实例. 11021.
3、隧道模拟开挖命令流（入门）. 11722.螺栓连接的模拟实现问题.12023.道路的基层、垫层模量与应力之间的关系.13023.滞回分析.15224.模拟某楼层浇注.15425.在面上施加移动的面力.15627.在任意面施加任意方向任意变化的压力 .16028.预紧分析 .16129.几何非线性+塑性+接触+蠕变.16330.埋设在地下的排水管道 .16832.幕墙企业玻璃简化计算 .17333.等截面杆单元生死应用实例 .18934.梁板建模联系 .19036.简单的例子如何对结构的振动控制分析.19337.模态分析结果的输出实例 .19538.火车过桥动态加载实例（部分） .19739.悬
4、索结构的找形和计算的例题 .21440.陶瓷杆撞击铝板的例子 .21941.求反作用力的 APDL 命令法 .22242.LS-DYNA 实例（部分） .22343.路面分层填筑对路基的影响 .22444.一个例子（含地震影响，求振兴与频率） .22845.接触面上的压力总和 .23246.施加位置函数荷载 .236247.非线性分析考虑刚度退化 .23748.一个圆形水池的静力分析 .23849.ANSYS 中混凝土模式预应力模拟的算例.23950.悬臂梁受重力作用发生大变形求其固有频率.24151.循环对称结构模态分析.24352.三角平台受谐波载荷作用的结构响应.24553.三角平台受一
5、地震谱激励的应力分布和支反力.24754.三角平台受时程载荷作用的应力分布和变形过程.24955.经典层合板理论.25156定易圆轨迹的例子.25857模拟门式刚架施工单元生死.25858钢筋混凝土整体式模型例子.26159在荷载步之间改变材料属性例子.26360含预应力的特征值屈曲计算.26461振型叠加计算及工况组合例子.26662柱子稳定分析算（预应力，特征值屈曲，初始缺陷）.26963 module MConcrete !混凝土模板 .27264.混凝土开裂实例.28065螺栓网格划分.28166自由液面的土石坝平面渗流分析.28267导出刚度矩阵.28668某混凝土拱坝工程施工期及运
6、行期温度场仿真分析.28769移动温度荷载计算.29470SHSD 用于壳-实体装配实例 An .29671ansys 显示隐式回弹分析实例 .30072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,.0
7、05 ,90 ,90 ,!Adds real constants to a set.!材料属性!混凝土基本材料属性 MPTEMP, 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
8、属性 MPDATA,EX,2,200E3MPDATA,PRXY,2,.27!屈服准则 TB,BISO,2,1,2, TBTEMP,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, 3
9、WPCSYS,-1,0!Defines the working plane location based on a coordinate 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
10、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,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,1650
11、E-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,15,21.5,23,16,9BLOCK,0,50,0,50,0,50MSHAPE,0,3D MSHKEY,1ESIZE,106VMESH,ALLNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,
12、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 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,
13、STRESS XVAR,4PLVAR,5FINISH3.混凝土非线性计算实例（2）- MISO 约束压7!MISO 约束压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,1400
14、E-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,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALL MSHAPE,0,3D NSEL,
15、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,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,1,3FINI
16、SH/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,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
17、, 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, 9.0BLOCK,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,
18、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,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/POST
19、26NSOL,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,KI
20、NH,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, 9.0BLOCK,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
21、,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,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 XV
22、AR,4PLVAR,5FINISH6.混凝土非线性计算实例（5）FINISH/CLEAR/PREP7ANTYPE,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-6,22.8TB
23、PT,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-6,11.3TBPT,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 N
24、SEL,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,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,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-6,14.6