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ANSYS分析实例集【稀缺资源,路过别错过】 .pdf

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ANSYS分析实例集【稀缺资源,路过别错过】 .pdf

ANSYS分析实例集分析实例集分析实例集分析实例集ANSYS分析实例集............................................................................................................11.ANSYSSOLID65环向布置钢筋的例子.............................................32.混凝土非线性计算实例(1)MISO单压...........................................43.混凝土非线性计算实例(2)MISO约束压...........................................54.混凝土非线性计算实例(3)KINH滞回...........................................65.混凝土非线性计算实例(4)KINH压拉裂.......................................86.混凝土非线性计算实例(5)..................................................................97.混凝土非线性计算实例(6)................................................................108.混凝土非线性计算实例(7)MISO滞回............................................119.混凝土非线性计算实例(8)................................................................1210.混凝土非线性计算实例(9)梁平面应力...........................................1311.四层弹簧-质点模型的地震分析.........................................................1512.悬臂梁地震分析.................................................................................3413.用beam54单元描述变截面梁的例子..............................................3814.变截面梁实例.....................................................................................3915.拱桥浇筑过程分析单元生死应用实例.................................................3916.简支梁实体与预应力钢筋分析实例.....................................................4017.简单的二维焊接分析-单元生死实例..............................................4118.隧道开挖(三维)的命令流................................................................4519.岩土接触分析实例..............................................................................5820.钢筋混凝土管的动力响应特性分析实例..............................................6321.隧道模拟开挖命令流(入门)............................................................6922.螺栓连接的模拟实现问题...................................................................7023.道路的基层、垫层模量与应力之间的关系...........................................7823.滞回分析............................................................................................9324.模拟某楼层浇注.................................................................................9425.在面上施加移动的面力.......................................................................9626.实体桥墩的应力分析..........................................................................9627.在任意面施加任意方向任意变化的压力..............................................9728.预紧分析............................................................................................9829.几何非线性塑性接触蠕变.............................................................9930.埋设在地下的排水管道.....................................................................10231.带缺口梁的屈曲分析.........................................................................10332.幕墙企业玻璃简化计算.....................................................................10533.等截面杆单元生死应用实例..............................................................11434.梁板建模联系...................................................................................11536.简单的例子-如何对结构的振动控制分析.........................................11737.模态分析结果的输出实例..................................................................11838.火车过桥动态加载实例(部分).......................................................11939.悬索结构的找形和计算的例题...........................................................13240.陶瓷杆撞击铝板的例子.....................................................................13541.求反作用力的APDL命令法............................................................13742.LSDYNA实例(部分)..................................................................13743.路面分层填筑对路基的影响..............................................................13844.一个例子(含地震影响,求振兴与频率).........................................14045.接触面上的压力总和.........................................................................14246.施加位置函数荷载............................................................................14447.非线性分析考虑刚度退化..................................................................14548.一个圆形水池的静力分析..................................................................14649.ANSYS中混凝土模式预应力模拟的算例..........................................14650.悬臂梁受重力作用发生大变形求其固有频率......................................14752.三角平台受谐波载荷作用的结构响应................................................15053.三角平台受一地震谱激励的应力分布和支反力..................................15154.三角平台受时程载荷作用的应力分布和变形过程...............................15355.经典层合板理论................................................................................15456.定易圆轨迹的例子.........................................................................15957.模拟门式刚架施工-单元生死........................................................16058.钢筋混凝土整体式模型例子...........................................................16159.在荷载步之间改变材料属性例子....................................................16260.含预应力的特征值屈曲计算...........................................................16361.振型叠加计算及工况组合例子........................................................16462.柱子稳定分析算(预应力,特征值屈曲,初始缺陷).....................16563.moduleMConcrete混凝土模板..............................................16764.混凝土开裂实例................................................................................17165.螺栓网格划分................................................................................17266.自由液面的土石坝平面渗流分析....................................................17367.导出刚度矩阵................................................................................17569.移动温度荷载计算.........................................................................18070.SHSD用于壳实体装配实例..........................................................18271.ansys显示-隐式-回弹分析实例..................................................18572.工况组合的经典例子......................................................................199.....2002.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,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9TB,MKIN,1TBTEMP,,STRAINTBDATA,,600E6,1100E6,1600E6,3000E6,4500E6TBTEMP,0TBDATA,,15,21.5,23,16,9LOCK,0,50,0,50,0,50MSHAPE,0,3DMSHKEY,1ESIZE,10VMESH,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,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUANTYPE,STATICAUTOTS,OFFOUTRES,ALL,1TIME,50NSUBST,50D,1,UY,.25NSEL,ALLSOLVEFINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,1/50ADD,5,3,,,STRESS,,,1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISH3.混凝土非线性计算实例(2)MISO约束压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,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9TB,MKIN,1TBTEMP,,STRAINTBDATA,,600E6,1100E6,1600E6,3000E6,4500E6TBTEMP,0TBDATA,,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10MSHAPE,0,3DVMESH,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,ALLD,ALL,UX,0D,ALL,UZ,0NSEL,ALLFINISH/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,1,3FINISH/POST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,1/50ADD,5,3,,,STRESS,,,1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISH4.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,,150E6,4.5TBPT,,600E6,14.8TBPT,,1000E6,20.25TBPT,,1300E6,22.3TBPT,,1480E6,22.8TBPT,,1620E6,22.8TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,3500E6,12.8TBPT,,5000E6,9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,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,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALLTIME,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,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,1/50ADD,5,3,,,STRESS,,,1/2500/AXLAB,X,STRAIN/AXLAB,Y,STRESSXVAR,4PLVAR,5FINISH5.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,,150E6,4.5TBPT,,600E6,14.8TBPT,,1000E6,20.25TBPT,,1300E6,22.3TBPT,,1480E6,22.8TBPT,,1620E6,22.8TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,3500E6,12.8TBPT,,5000E6,9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,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,ALLNSEL,ALLFINISH/VIEW,1,1,1,1/REPLOT/SOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,.04LSWRITE,1TIME,45NSUBST,25,0,25D,1,UY,.01LSWRITE,2LSSOLVE,1,2FINISH/POST26

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