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首页 ansys命令流分析实例.pdf

ansys命令流分析实例.pdf

ansys命令流分析实例.pdf

上传者: 33zyw33 2017-01-16 评分1 评论0 下载3 收藏1 阅读量464 暂无简介 简介 举报

简介:本文档为《ansys命令流分析实例pdf》,可适用于源代码领域,主题内容包含ANSYS分析实例集Whtao汇集.ANSYSSOLID环向布置钢筋的例子混凝土非线性计算实例)MISO单压混凝土非线性计算实例)MISO约束压混凝符等。

ANSYS分析实例集Whtao汇集.ANSYSSOLID环向布置钢筋的例子混凝土非线性计算实例)MISO单压混凝土非线性计算实例)MISO约束压混凝土非线性计算实例)KINH滞混凝土非线性计算实例)KINH压拉裂混凝土非线性计算实例)混凝土非线性计算实例)混凝土非线性计算实例)MISO滞混凝土非线性计算实例)混凝土非线性计算实例)梁平面应力四层弹簧-质点模型的地震分析悬臂梁地震分析用bam单元描述变截面梁的例子变截面梁实例拱桥浇筑过程分析单元生死应用实例简支梁实体与预应力钢筋分析实例简单的二维焊接分析-单元生死实例隧道开挖三维)的命令流岩土接触分析实例钢筋混凝土管的动力响应特性分析实例隧道模拟开挖命令流入门)螺栓连接的模拟实现问题道路的基层、垫层模量与应力之间的关系滞分析模拟某楼层浇注在面上施加移动的面力在任意面施加任意方向任意变化的压力预紧分析几何非线性塑性接触蠕变埋设在地下的排水管道幕墙企业玻璃简化计算等截面杆单元生死应用实例梁板建模联系简单的例子-如何对结构的振动控制分析模态分析结果的输出实例火车过桥动态加载实例部分)悬索结构的找形和计算的例题陶瓷杆撞击铝板的例子求反作用力的APDL命令法LSDYNA实例部分)路面分层填筑对路基的影响一个例子含地震影响求振兴与频率)接触面上的压力总和施加位置函数荷载非线性分析考虑刚度退化一个圆形水池的静力分析ANSYS中混凝土模式预应力模拟的算例悬臂梁受重力作用发生大变形求其固有频率循环对称结构模态分析三角平台受谐波载荷作用的结构响应三角平台受一地震谱激励的应力分布和支反力三角平台受时程载荷作用的应力分布和变形过程经典层合板理论.定易圆轨迹的例子.模拟门式刚架施工-单元生死.钢筋混凝土整体式模型例子.在荷载步之间改变材料属性例子.含预应力的特征值屈曲计算.振型叠加计算及工况组合例子.柱子稳定分析算预应力特征值屈曲初始缺陷).modulMConcrt!混凝土模板混凝土开裂实例.螺栓网格划分.自由液面的土石坝平面渗流分析.导出刚度矩阵.某混凝土拱坝工程施工期及运行期温度场仿真分析.移动温度荷载计算.SHSD用于壳实体装配实例An.ansys显示-隐式-弹分析实例.工况组合的经典例子.ANSYSSOLID环向布置钢筋的例子!一个管道环向配筋率为纵向配筋率为径向配筋率为!FINISHCLEARPREP!!单元属性ET,,SOLID!KEYOPT,,,KEYOPT,,,KEYOPT,,,KEYOPT,,,!!实参数:不同方向配筋R,,,,,,,,RMORE,,,,,,,!Addsralc<spanclass='wran'>ons<span>tantstoast!材料属性!混凝土基本材料属性MPTEMP,,,,,,,,MPTEMP,,MPDATA,EX,,,EMPDATA,PRXY,,,!屈服准则TB,MISO,,,,TBTEMP,TBPT,,,TBPT,,,TBPT,,,TBPT,,,TBPT,,,!破坏准则TB,CONC,,,,TBTEMP,TBDATA,,,,,,,!抗拉和抗压是倍的关系TBDATA,,,,,,,MPTEMP,,,,,,,,MPTEMP,,!钢材基本属性MPDATA,EX,,,EMPDATA,PRXY,,,!屈服准则TB,BISO,,,,TBTEMP,TBDATA,,,E,,,,!管道内径和外径CYL,,,,,,,CYL,,,,,,,VSBV,,!定义局部柱坐标CSWPLA,,,,,!DfinsalocalcoordinatsystmatthoriginofthworkingplanKWPAVE,!motokypointWPRO,,,VSBW,WPCSYS,,!DfinsthworkingplanlocationbasdonacoordinatsystmKWPAVE,WPRO,,,VSBW,ALLESIZE,,,!注意:设定单元局部坐标VATT,,,,!VSWEEP,ALLDEVICE,VECTOR,ESHAPE,!Displayslmntswithshapsdtrmindfromthralc<spanclass='wran'>ons<span>tantsorsctionREPLO!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混凝土非线性计算实例)MISO单压!MISO单压FINISHCLEARPREPET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,MISO,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,!TB,MKIN,!TBTEMP,,STRAIN!TBDATA,,E,E,E,E,E!TBTEMP,!TBDATA,,,,,,BLOCK,,,,,,MSHAPE,,DMSHKEY,ESIZE,VMESH,ALLNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUANTYPE,STATICAUTOTS,OFFOUTRES,ALL,TIME,NSUBST,D,,UY,NSEL,ALLSOLVEFINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)MISO约束压!MISO约束压FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,MISO,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,!TB,MKIN,!TBTEMP,,STRAIN!TBDATA,,E,E,E,E,E!TBTEMP,!TBDATA,,,,,,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLD,ALL,UX,D,ALL,UZ,NSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,D,,UY,LSWRITE,LSSOLVE,,FINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)KINH滞!KINH滞FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,KINH,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,ALLTIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,LSSOLVE,,FINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)KINH压拉裂!KINH压mdashmdash拉裂压到峰值泄载、反向加载到拉裂FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,KINH,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,ALLTIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,LSSOLVE,,FINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,KINH,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,ALLTIME,NSUBST,,,D,,UY,SOLVEFINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)!MISO约束压FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,KINH,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,!TB,MKIN,!TBTEMP,,STRAIN!TBDATA,,E,E,E,E,E!TBTEMP,!TBDATA,,,,,,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLD,ALL,UX,D,ALL,UZ,NSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,D,,UY,LSWRITE,LSSOLVE,,FINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)MISO滞!MISO滞FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,MISO,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,ALLTIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,TIME,NSUBST,,,D,,UY,LSWRITE,LSSOLVE,,FINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)!MISO单压FINISHCLEARPREPANTYPE,STATICET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,MISO,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,!TB,MKIN,!TBTEMP,,STRAIN!TBDATA,,E,E,E,E,E!TBTEMP,!TBDATA,,,,,,BLOCK,,,,,,ESIZE,VMESH,ALLMSHAPE,,DNSEL,S,LOC,X,D,ALL,UX,NSEL,S,LOC,Y,D,ALL,UY,NSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,CP,,UY,ALLNSEL,ALLFINISHVIEW,,,,REPLOTSOLUOUTRES,ALL,TIME,NSUBST,,,D,,UY,SOLVEFINISHPOSTNSOL,,,U,Y,UYRFORCE,,,F,Y,FYADD,,,,,STRAIN,,,ADD,,,,,STRESS,,,AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,PLVAR,FINISH混凝土非线性计算实例)梁平面应力!梁平面应力FINISHCLEARPREPET,,SOLIDR,MP,EX,,EMP,NUXY,,TB,CONCR,,TBTEMP,TBDATA,,,,,TB,MISO,,,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,TBPT,,E,ET,,LINKR,,R,,MP,EX,,EMP,NUXY,,TB,BKIN,,TBTEMP,TBDATA,,,ESHAPE,TRIAD,LBOTVIEW,,,,N,,,,N,,,,NGEN,,,,,,,NGEN,,,,,,,,E,,,,,,,,EGEN,,,TYPE,REAL,MAT,E,,E,,REAL,E,,E,,EGEN,,,,E,,E,,EGEN,,,,NUMBER,PNUM,TYPE,REPLOTNSEL,S,LOC,Z,D,ALL,UZ,NSEL,S,LOC,Y,NSEL,R,LOC,Z,D,ALL,UY,NSEL,ALLFINISHSOLUANTYPE,STATICNSEL,S,LOC,Y,NSEL,R,LOC,Z,D,ALL,UY,TIME,NSUBST,LSWRITE,D,ALL,UY,TIME,NSUBST,LSWRITE,D,ALL,UY,TIME,NSUBST,LSWRITE,NSEL,ALLAUTOTS,OUTRES,ALL,PRED,ONLSSOLVE,,FINISH四层弹簧-质点模型的地震分析包括频率分析谱分析和时程分析作者:陆新征清华大学土木工程系FINICLEARUNITS,SIPREPDAMPRATIO=!振型阻尼系数都为ET,,BEAMKEYOPT,,,KEYOPT,,,ET,,MASS,,,MP,EX,,EMP,NUXY,,MP,DENS,,MPDATA,DAMP,,,DAMPRATIOSECTYPE,,BEAM,ISECDATA,,,,,,R,,E,ER,,E,EK,,,,K,,,,K,,,,K,,,,K,,,,K,,,,L,,L,,L,,L,,LSEL,,,,,LATT,,,,,,,ALLSLESIZE,ALL,,,,,,,,LMESH,ALLNUMMRG,ALLNUMCMP,ALLTYPE,REAL,E,TYPE,REAL,E,E,E,SET,NT,SET,DT,DIM,AC,,NTVREAD,AC(),RECORD,TXT(F)SOLUD,,ALL,ANTYPE,SOLVEFINISHSOLU!模态分析ANTYPE,MODOPT,SUBSP,MXPAND,,,,SOLVEFINI!得到自振频率GET,FREQ,MODE,,FREQESHAPE,SOLUANTYPE,SPECTR!谱分析SPOPT,SPRSMDAMP,,DAMPRATIO,,,,,,SED,SVTYPE,,FREQ,,,,,,,,,SV,,,,,,,,,,FREQ,,,SV,,,,!按度多遇地震地震影响系数第一组III场地TG=SRSS,,DISPSOLVEFINISHPOSTINP,,MCOMNSORT,U,SUMGET,DMAXSPE,SORT,,MAX!反应谱最大变形!开始地震计算FINISHCONFIG,NRES,SOLUANTYPE,TRANSTRNOPT,FULLALPHAD,DAMPRATIOFREQBETAD,DAMPRATIO(FREQ)DO,I,,ACEL,AC(I),,TIME,IOUTRES,ALL,ALLSOLVEENDDOFINISHPOSTFILENSOL,,,U,X,PLVAR,,,,,,,,,,,STORE,MERGEXVAR,PLVAR,,GET,DMAXTRANS,VARI,,EXTREM,VMAX,,!时程分析最大位移数据文件rcordtxtfinishclar悬臂梁地震分析!定义单元类型prpET,,BEAMR,,,,,!m截面MP,EX,,MP,NUXY,,MP,DAMP,,!阻尼比MP,dns,,!!定义节点单元和位移约束do,i,,n,i,(i),,!m长,分段nddodo,i,,,i,inddod,,ALL,!!定义和读入时程曲线NT=!时程曲线有NT个点DT=!时间间隔dim,ac,,NT!读入数据,这个数据文件可以用xcl等软件来写input,tianjin,txt!天津波东西向共秒!SOLUNSUBST,,,,!个子步OUTRES,ALL,!输出每个子步的结果ANTYPE,TRANS!时程分析do,i,,NTACEL,,ac,TIME,iDTsolnddo!POSTNSOL,,,U,Y,PLVAR,,,,,下面是文件tianjintxt这个文件可以用xcl等软件制作或编写很短的程序就能写出来先贴前个点ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=ac()=

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