石油大学有限元ansys 练习12A后处理

连杆,练习12A后处理,January30,2001Inventory#001442W12-2,12A.后处理连杆,说明对练习11中连杆进行后处理，练习按查询和路径操作.检查误差量级,重新划分网格并重新求解.比较两组结果.,January30,2001Inventory#001442W12-3,12A.后处理连杆,1.按教师指定的目录，以“conn-rod”为作业名，进入ANSYS。2.从练习11中恢复数据库文件“conn-rod.db”:UtilityMenuFileResumefrom选择“conn-rod.db”文件,按OK或用命令:RESUME,conn-rod,db3.进入后处理器，并画vonMises应力:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OKUtilityMenuPlotCtrlsPan,Zoom,Rotate按Fit或用命令:/POST1PLNSOL,S,EQV/AUTO,1/REPLOT,January30,2001Inventory#001442W12-4,12A.后处理连杆,4.检查vonMises应力结果:MainMenuGeneralPostprocQueryResultsSubgridSolu.选择“Stress”和“vonMisesSEQV”,按OK在模型上拾取不同网格位置按Reset按Min按Max按OK5.映射vonMises应力到某个路径:5a.定义两个路径:MainMenuGeneralPostprocPathOperationsDefinePathByNodes+在ANSYS输入窗口输入节点号“824,1029”然后按Enter按OK键入“Path1”作为名字,按OK重新进入“PDEF”窗口,然后关闭MainMenuGeneralPostprocPathOperationsDefinePathByNodes+在ANSYS输入窗口输入节点号“1029,521”然后按Enter按OK键入“Path2”作为名字,按OK重新进入“PDEF”窗口,然后关闭,January30,2001Inventory#001442W12-5,12A.后处理连杆,5b.映射vonMises,SX,SY,和SZ应力到Path2(当前路径):MainMenuGeneralPostprocPathOperationsMapontoPath.设置lab=“p2-seqv”选择“Stress”和“vonMisesSEQV”,按Apply设置lab=“p2-sx”选择“Stress”和“X-directionSX”,按Apply设置lab=“p2-sy”选择“Stress”和“Y-directionSY”,按Apply设置lab=“p2-sz”选择“Stress”和“Z-directionSZ”,按OK或用命令:PDEF,P2-SEQV,S,EQV,AVGPDEF,P2-SX,S,X,AVGPDEF,P2-SY,S,Y,AVGPDEF,P2-SZ,S,Z,AVG,January30,2001Inventory#001442W12-6,12A.后处理连杆,5c.画Path2分量:MainMenuGeneralPostprocPathOperations-PlotPathItem-OnGraph选择“P2-SEQV”,按Apply选择“P2-SX”和un选择“P2-SEQV”,按Apply选择“P2-SY”和un选择“P2-SX”,按Apply选择“P2-SZ”和un选择“P2-SY”,按Apply选择Path2的4个分量,按OKUtilityMenuPlotCtrlsStyleGraphsModifyAxes设置X-axislabel=“path2Distance”设置Y-axislabel=“Stress,psi”选择“Specifiedrange”forY-Axisrange设置YMIN=-1000和YMAX=1900,按OKUtilityMenuPlotReplot或用命令:PLPATH,P2-SEQVPLPATH,P2-SXPLPATH,P2-SYPLPATH,P2-SZPLPATH,P2-SEQV,P2-SX,P2-SY,P2-SZ/YRANGE,-1000,1900$/AXLAB,X,Path2Distance$/AXLAB,Y,Stress,psi/REPLOT,January30,2001Inventory#001442W12-7,12A.后处理连杆,January30,2001Inventory#001442W12-8,12A.后处理连杆,5d.设置“Path1”为当前路径，设置绘图轴为缺省值:MainMenuGeneralPostprocPathOperationsRecallPath.选择“Path1”,按OK关闭“PDEF”窗口UtilityMenuPlotCtrlsStyleGraphsModifyAxes设置X-axislabel=_设置Y-axislabel=_选择“Autocalculated”作为Y-Axis范围,按OK或用命令:PATH,PATH1PDEF,STAT/YRANGE,DEFAULT$/AXLAB,X$/AXLAB,Y5e.重复步骤5b.和5c.对Path1，用“p2”替代“p1”作为路径标志:按下列步骤修改坐标轴:UtilityMenuPlotCtrlsStyleGraphsModifyAxesX-axislabel=“Path1Distance”Y-axislabel=“Stress,psi”选择“Specifiedrange”作为Y-Axis范围置YMIN=-1100和YMAX=1800,按OKUtilityMenuPlotReplot,January30,2001Inventory#001442W12-9,12A.后处理连杆,January30,2001Inventory#001442W12-10,12A.后处理连杆,6.通过路径画出模型:UtilityMenuPlotCtrlsStyleColorsEntityColors将“Outlinecolor”改为黑色,按OKUtilityMenuPlotElementsMainMenuGeneralPostprocPathOperationsPlotPathsUtilityMenuPlotCtrlsStyleColorsEntityColors将“Outlinecolor”改为白色,按OK或用命令:/COLOR,OUTL,BLACEPLOT/PBC,1/REPLOT/PBC,Path,0/COLOR,OUTL,WHIT,January30,2001Inventory#001442W12-11,12A.后处理连杆,7.画出误差评估值:7a.在图形窗口显示全部模型:Pickthe“POWRGRPH”buttonintheToolbar(orUtilityMenuPlotCtrlsStyleHidden-LineOptions)选择“Off”,按OKMainMenuGeneralPostprocOptionsforOutp.置ERNORM=“On”按OK或用命令:/GRAPHICS,FULLERNORM,ON,January30,2001Inventory#001442W12-12,12A.后处理连杆,7b.画结构单元能量误差评估值(SERR):MainMenuGeneralPostprocPlotResults-ContourPlot-ElementSolu.选择“Errorestimation”和“StruErrEnrgSERR”,按OK或用命令:PLESOL,SERR,January30,2001Inventory#001442W12-13,12A.后处理连杆,7c.画应力离散误差(SDSG):MainMenuGeneralPostprocPlotResults-ContourPlot-ElementSolu.选择“Errorestimation”和“StrsdeviatSDSG”,按OK或用命令:PLESOL,SDSG,January30,2001Inventory#001442W12-14,12A.后处理连杆,7d.画结构百分比误差(SEPC):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“DOFsolution”和“TranslationUSUM”,按OK或用命令:PLNSOL,U,SUM,January30,2001Inventory#001442W12-15,12A.后处理连杆,7e.对SEQV画出最大和最小应力边界:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-16,12A.后处理连杆,8.用ESIZE=0.1重新划分网格并重新求解:MainMenuPreprocessorMeshTool在尺寸控制中选择Global，按Set:设置SIZE=0.1,按OK选择“Hex”和“Sweep”,按Sweep拾取PickAll按OKMainMenuSolution-Loads-Apply-Structural-DisplacementOnNodes+在ANSYS输入窗口输入节点号2638，然后按Enter,按OK选择“UZ”按OKMainMenuSolution-Solve-CurrentLS按OK或用命令:/PREP7ESIZE,0.1VCLEAR,1VSWEEP,ALL/SOLUD,2638,UZSOLVE,January30,2001Inventory#001442W12-17,12A.后处理连杆,9.画出误差评估值并和步骤6的结果比较:9a.进入通用后处理器，画结构单元能量误差评估值(SERR):MainMenuGeneralPostprocPlotResults-ContourPlot-ElementSolu.选择“Errorestimation”和“StruErrEnrgSERR”,按OK或用命令:/POST1PLESOL,SERR,January30,2001Inventory#001442W12-18,12A.后处理连杆,9b.画应力离散误差评估值(SDSG):MainMenuGeneralPostprocPlotResults-ContourPlot-ElementSolu.选择“Errorestimation”和“StrsdeviatSDSG”,按OK或用命令:PLESOL,SDSG,January30,2001Inventory#001442W12-19,12A.后处理连杆,9c.画结构百分比误差评估值(SEPC):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“DOFsolution”和“TranslationUSUM”,按OK或用命令:PLNSOL,U,SUM,January30,2001Inventory#001442W12-20,12A.后处理连杆,9d.对SEQV画出最大最小应力边界:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-21,12A.后处理连杆,10.存储ESIZE=0.1的结果，并退出ANSYS:UtilityMenuFileSaveas输入“conn-rod2.db”作为数据库文件名,按OKPickthe“QUIT”buttonintheToolbar选择“Quit-NoSave!”按OK或用命令:SAVE,conn-rod2,dbFINISH/EXIT,NOSAVE,球壳,练习12B后处理,January30,2001Inventory#001442W12-23,12B.后处理球壳,说明用整体坐标系和球坐标系观察球壳分析结果。检查壳顶面、底面和中面的结果。模型采用球的八分之一,提供分析所需的输入数据.,January30,2001Inventory#001442W12-24,12B.后处理球壳,载荷,January30,2001Inventory#001442W12-25,12B.后处理球壳,1.按教师指定的目录，以“shell”为作业名，进入ANSYS。2.从“shell.inp”文件恢复数据库:UtilityMenuFileReadInputfrom选择“shell.inp”文件,按OK或用命令:/INPUT,shell,inp3.进入通用后处理器，为图形显示设置每个单元边的面号为2：MainMenuGeneralPostprocUtilityMenuPlotCtrlsStyleSize和Shape设置/EFACET=“2facets/edge”或用命令:/POST1/EFACET,2,January30,2001Inventory#001442W12-26,12B.后处理球壳,4a.在rsys=0处画X方向节点应力结果:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“X-directionSX”选择“Corner_midside”,按OK或用命令:PLNSOL,S,X,0,1,January30,2001Inventory#001442W12-27,12B.后处理球壳,4b.在rsys=0处画Y方向节点应力结果:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Y-directionSY”,按OK或用命令:PLNSOL,S,Y,January30,2001Inventory#001442W12-28,12B.后处理球壳,4c.在rsys=0处画Z方向节点应力结果:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Z-directionSZ”,按OK或用命令:PLNSOL,S,Z,January30,2001Inventory#001442W12-29,12B.后处理球壳,4d.在rsys=0处画节点vonMises(SEQV)应力结果：MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-30,12B.后处理球壳,4f.在rsys=0壳中面处画节点vonMises(SEQV)应力结果:MainMenuGeneralPostprocOptionsforOutput.设置SHELL=“Middlelayer”,按OKUtilityMenuPlotReplot或用命令:SHELL,MID/REPLOT,January30,2001Inventory#001442W12-31,12B.后处理球壳,5.设置结果坐标系为总体球坐标系，并置壳层位置为顶面和底面。关闭单元轮廓和文本图例中的RSYS:MainMenuGeneralPostprocOptionsforOutp设置RSYS=“Globalspherical”设置SHELL=“Toplayer”(or“Bottomlayer”),按OKUtilityMenuPlotCtrlsStyleSize和Shape设置/ESHAPE=On,按OKUtilityMenuPlotCtrlsStyleEdgeOptions.设置/GLINE=“None”,按OKUtilityMenuStyleMultiLegendOptionsTextLegend设置Class=“Miscellaneous”,按OK或用命令:RSYS,2SHELL,TOP(orSHELL,BOT)/ESHAPE,1/GLINE,1,-1/UDOC,1,MISC,LEFT,January30,2001Inventory#001442W12-32,12B.后处理球壳,6a.在rsys=2处画X方向节点应力结果(径向应力):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“X-directionSX”或用命令:PLNSOL,S,X,January30,2001Inventory#001442W12-33,12B.后处理球壳,6b.在rsys=2处画Y方向节点应力结果(theta方向应力):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Y-directionSY”,按OK或用命令:PLNSOL,S,Y,January30,2001Inventory#001442W12-34,12B.后处理球壳,6c.在rsys=0处画Z方向节点应力结果(phi方向应力):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Z-directionSZ”,按OK或用命令:PLNSOL,S,Z,January30,2001Inventory#001442W12-35,12B.后处理球壳,6d.在rsys=2处画节点vonMises(SEQV)应力结果:MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-36,12B.后处理球壳,7.存储结果并退出ANSYS:Pickthe“QUIT”buttonintheToolbar选择“SaveEverything”按OK或用命令:FINISH/EXIT,ALL,用多载荷步分析轴对称叶片,练习12C后处理,January30,2001Inventory#001442W12-38,12C.后处理用多载荷步分析轴对称叶片,说明用两个载荷步求解练习3和4中的轴对称叶片:1)热分析中的温度载荷2)惯性力在后处理中，用载荷工况组合功能将两个载荷步的结果迭加，然后和练习4中的结果比较.,January30,2001Inventory#001442W12-39,12C.后处理多载荷步轴对称叶片,载荷,January30,2001Inventory#001442W12-40,12C.后处理用多载荷步分析轴对称叶片,1.按教师指定的目录，以“multi-ls”为作业名，进入ANSYS。2.读入文件“multi-ls.inp”(multi-ls.inp文件在练习3中进行了热分析，形成了热分析结果文件multi-ls.rth):UtilityMenuFileReadInputfrom选择“multi-ls.inp”file,按OK或用命令:/INPUT,multi-ls,inp3.关闭窗口中的黄色警告信息框，然后进入求解处理器，在节点上施加热体力作为载荷步1的载荷.通过画温度体力检查温度载荷:按CloseMainMenuSolution-Loads-Apply-Structural-TemperatureFromThermAnaly.选择“multi-ls.rth”,按OKUtilityMenuPlotCtrlsSymbols设置/PBF=“Structuraltemps”,按OK或用命令:/SOLULDREAD,TEMP,multi-ls,rth/PBF,TEMP,1$EPLOT,January30,2001Inventory#001442W12-41,12C.后处理用多载荷步分析轴对称叶片,4.加入新标题并求解载荷步1:UtilityMenuFileChangeTitle设置/TITLE=“2DAXI-SYMMSTRUCTURALANALYSISWITHTHERMALLOAD”MainMenuSolution-Solve-CurrentLS重新查看“/STATUSCommand”窗口，然后关闭按OK按Close-求解结束后关闭窗口中的黄色警告信息框或用命令:/TITLE,2DAXI-SYMMSTRUCTURALANALYSISWITHTHERMALLOADSOLVE5.从载荷步1中删除热体力载荷(注意,不要中断求解过程):MainMenuSolution-Loads-Delete-Structural-TemperatureOnNodes+拾取PickAllUtilityMenuListLoadsBodyLoadsOnAllNodes检查“BFLIS”窗口，没有列出任何体力载荷，然后关闭或用命令:BFDELE,ALL,TEMPBFLIS,ALL,January30,2001Inventory#001442W12-42,12C.后处理用多载荷步分析轴对称叶片,6.施加载荷步2的载荷,在管的内表面施加1000psi的压力:MainMenuSolution-Loads-Apply-Structural-PressureOnLines+UtilityMenuPlotAreas拾取管内面的线(线号为9&13),按OK设置VALUE=1000按OK或用命令:SFL,9,PRES,1000SFL,13,PRES,10007.加入新标题，并求解载荷步2:UtilityMenuFileChangeTitle/TITLE,2DAXI-SYMMSTRUCTURALANALYSISWITHINTERNALPRESSUREMainMenuSolution-Solve-CurrentLS重新查看“/STATUSCommand”窗口，然后关闭，载荷步数应为2,按OK按Close-解结束后关闭窗口中的黄色警告信息框或用命令:/TITLE,2DAXI-SYMMSTRUCTURALANALYSISWITHINTERNALPRESSURESOLVE,January30,2001Inventory#001442W12-43,12C.后处理用多载荷步分析轴对称叶片,8.进入通用后处理器，并画载荷步2的vonMises应力(SEQV):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:/POST1PLNSOL,S,EQV,January30,2001Inventory#001442W12-44,12C.后处理用多载荷步分析轴对称叶片,9.读入载荷步1结果:MainMenuGeneralPostprocResultsSummary选择设置1,按Read按Close-关闭“ResultsFile:multi-ls.rst”对话框或用命令:SET,1,1,January30,2001Inventory#001442W12-45,12C.后处理用多载荷步分析轴对称叶片,10.画载荷步1的vonMises应力(SEQV):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-46,12C.后处理用多载荷步分析轴对称叶片,11.用载荷组合功能迭加载荷步1和载荷步2的结果:11a.生成载荷工况2.工况2指向载荷步2的结果:MainMenuGeneralPostprocLoadCaseCreateLoadCase.选择“Resultsfile”,按OK设置LCNO=2设置LSTEP=2按OK或用命令:LCDEF,2,2,January30,2001Inventory#001442W12-47,12C.后处理用多载荷步分析轴对称叶片,11b.在当前内存数据库中(即：载荷步1结果)加入工况2(即：载荷步2结果)MainMenuGeneralPostprocLoadCaseAdd.设置LCASE1=2,按OK按OK或用命令:LCOPER,ADD,211C.改变标题UtilityMenuFileChangeTitle/TITLE,2DAXI-SYMMSTRUCTURALANALYSISCOMBINEDLOADING,January30,2001Inventory#001442W12-48,12C.后处理用多载荷步分析轴对称叶片,12.画组合工况的(即：载荷步1+载荷步2):vonMises应力(SEQV):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“vonMisesSEQV”,按OK或用命令:PLNSOL,S,EQV,January30,2001Inventory#001442W12-49,12C.后处理用多载荷步分析轴对称叶片,13.沿Y轴按90度扩展轴对称vonMises应力，并沿x-z平面反射.然后关闭单元轮廓:UtilityMenuPlotCtrlsStyleSymmetryExpansion2DAxi-Symmetric.选择“1/4expansion”，并置反射为“yes”,按OKUtilityMenuPlotCtrlsPan,Zoom,Rotate按ISOUtilityMenuPlotCtrlsStyleEdgeOptions设置/GLINE=“None”设置/REPLOT=Replot”,按OK或用命令:/EXP和,9,AXIS,10,2,RECT,HALF,0.00001/VIEW,1,1,1,1/AUTO,1/GLINE,1,-1/REPLOT,January30,2001Inventory#001442W12-50,12C.后处理用多载荷步分析轴对称叶片,January30,2001Inventory#001442W12-51,12C.后处理用多载荷步分析轴对称叶片,14a.画载荷组合工况的位移结果(I.e.载荷步1+载荷步2):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“DOFsolution”和“TranslationUSUM”,按OK或用命令:PLNSOL,U,SUM,January30,2001Inventory#001442W12-52,12C.后处理用多载荷步分析轴对称叶片,14b.画载荷组合工况的径向应力结果(即.载荷步1+载荷步2):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“X-directionSX”,按OK或用命令:PLNSOL,S,X,January30,2001Inventory#001442W12-53,12C.后处理用多载荷步分析轴对称叶片,14c.画载荷组合工况的纵向应力结果(即.载荷步1+载荷步2):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Y-directionSY”,按OK或用命令:PLNSOL,S,Y,January30,2001Inventory#001442W12-54,12C.后处理用多载荷步分析轴对称叶片,14d.画载荷组合工况的切向应力结果(即载荷步1+载荷步2):MainMenuGeneralPostprocPlotResults-ContourPlot-NodalSolu.选择“Stress”和“Z-directionSZ”,按OK或用命令:PLNSOL,S,Z,January30,2001Inventory#001442W12-55,12C.后处理用多载荷步分析轴对称叶片,15.置载荷组合工况结果为载荷步3，存储在“multi-ls.rst”结果文件中:MainMenuGeneralPostprocWriteResults设置LSTEP=3设置TIME=3按OK或用命令:RAPPND,3,316.退出ANSYS:在工具条上拾取“QUIT”(或选择:UtilityMenuFileExit.)选择“SaveEverything”按OK或用命令:FINISH/EXIT,ALL,观察结果,练习12D后处理,January30,2001Inventory#001442W12-57,12D.后处理观察结果,说明用后处理器中的“观察结果”，查看练习12C的结果.,January30,2001Inventory#001442W12-58,12D.后处理观察结果,1.按教师指定的工作目录，以“multi-ls”为作业名，进入ANSYS.2.恢复“multi-ls.db”数据库:UtilityMenuFileResumefrom选择“multi-ls.db”文件,按OK或用命令:RESUME,multi-ls,db3.进入通用后处理器，输出包括全部3个载荷步的PGR文件:MainMenuGeneralPostprocWritePGRFile.写所有组的数据选择“Stress”OK或用命令:/POST1POUTRES,SSET,1PGSAVE,multi-ls,pgr,.,0,0,0SET,2PGSAVE,multi-ls,pgr,.,0,0,0SET,3PGSAVE,multi-ls,pgr,.,0,0,0,January30,2001Inventory#001442W12-59,12D.后处理观察结果,4.打开结果查看.MainMenuGeneralPostprocResulteViewer,January30,2001Inventory#001442W12-60,12D.后处理观察结果,5.用结果分析器查看载荷步2的等效应力.Movethescrollbarto“LoadStep2”.Usethepulldownlistto选择“EquivalentStress”.Usethecontourplotbuttontodisplaynodalresults.,1,2,3,January30,2001Inventory#001442W12-61,按鼠标右键,12D.后处理观察结果,6.移动等值线图例到窗口的右侧.Rightclickonlegend,pick“ContourRight”.Rightclickingraphicswindow,选择“Replot”.,按鼠标右键,January30,2001Inventory#001442W12-62,12D.后处理观察结果,7.作X方向位移分量的动画Usethepulldownlisttoselect“X-ComponentofDisplacement”.selectanimatebutton.selectDeformedResults,按OKOK,4,January30,2001Inventory#001442W12-63,12D.后处理观察结果,8.停止动画播放，并终止查看器.按Stop按CloseselectFile-Close9.退出ANSYS:在工具条上拾取“QUIT”(或选择:UtilityMenuFileExit.)选择“QuitNoSave”按OK或用命令:FINISH/EXIT,NOSAV,报告生成器,练习12E后处理,January30,2001Inventory#001442W12-65,12E.后处理报告生成器,说明用“报告生成器”生成HTML“InternetReady”格式的报告.,January30,2001Inventory#001442W12-66,1.按教师指定的工作目录，以“plate57”为作业名，进入ANSYS。2.读入“plate57.inp”文件:UtilityMenuFileReadInputfrom选择“plate57.inp”文件,按OK或用命令:/INPUT,plate57,inp3.打开报告生成器:UtilityMenuFile报告生成器选择“Overwrite”,按OK选择“Yes”生成新的子目录,12E.后处理报告生成器,January30,2001Inventory#001442W12-67,12E.后处理报告生成器,4.抓取图:形4a.画单元:UtilityMenuPlotElements或用命令:EPLOT报告生成器:按ImageCapture加标题“PlotofElements”,按OK或用命令:tcl,ansys:report:imagecapture“PlotofElements”,January30,2001Inventory#001442W12-68,12E.后处理报告生成器,4b.画X方向应力:GeneralPostprocPlotResults-ContourPlot-NodalSolution选择“Stress”,“X-directionSX”,按OK或用命令:/POST1PLNSOL,S,X,0,1报告生成器:按ImageCapture加标题“X-directionStress”,按OK或用命令:tcl,ansys:report:imagecapture“X-directionStress”,January30,2001Inventory#001442W12-69,12E.后处理报告生成器,4C.沿路径画应力GeneralPostprocPathOperations-PlotPathItem-OnGraph选择“L-SX”,按OK或用命令:PLPath,L-SX报告生成器:按ImageCapture加标题“GraphofSXStressonPathL-SX”,按OK或用命令:tcl,ansys:report:imagecapture“GraphofSXStressonPathL-SX,January30,2001Inventory#001442W12-70,12E.后处理报告生成器,5.抓取动画:报告生成器:按AnimationCapture加标题“AnimationofDeformedResults-SXStress”选择“DeformedResults”,按OK选择“Stress”,“X-directionSX”,按OK或用命令:tcl,ansys:report:animcapt