ANSYS結(jié)構(gòu)分析指復(fù)合材料

1、 窗口,從上至下依次設(shè)置為：NodesDByLocation、ZDO0.1和窗口,從上至下依次設(shè)置為：擊OK。17.選取菜單途徑MainMenuSolution-Loads-Apply-Structural-ForceMomentOnNodes,彈出AppleF/M,onNodes拾取對(duì)話框。單擊PickAll,彈出ApplyF/MonNodes窗口，將Lab設(shè)置為FY,在VALUEDDO-100,單擊OK。選取菜單途徑UtilityMenuSelectEverything。DOODOOUtilityMenuSolution-Solve-CurrentLS,彈出SolveCurrentLoad

2、StepDDO,同時(shí)彈出/STATCommand窗口。仔細(xì)閱讀/STATCommand窗口的信息，然后單擊Close關(guān)閉/STATCommand窗口。單擊SolveCurrentLoadStepDD框中的OK,開始求解計(jì)算。當(dāng)求解結(jié)束時(shí)，彈出“Solutionisdone!”對(duì)話框，關(guān)閉之。（五）觀察結(jié)果1.選取菜單途徑MainMenuGeneralPostproElementTableDefineTable，彈出DefineTableData窗口。單擊Add,DODefineAdditionalElementTableItems窗口,在Lab處輸入NX,將Item設(shè)置為Bysepuencen

3、um,將Comp設(shè)置為SMISC，7。單擊Apply，再次彈出DefineAdditionalElementTableItems00，在Lab處輸入FC,將Item設(shè)置為Bysequencenum,將CompDODSMISC,1。單擊Apply,再次彈出DefineAdditionalElementTableItems00,在Lab處輸入FCMC,將ItemDODBysequencenum,將CompDODSMISC,2。單擊Apply,再次彈出DefineAdditionalElementTableItems00,在Lab處輸入FCLN,將ItemDODBysequencenum,將Comp

4、DODSMISC,3。單擊Apply,再次彈出DefineAdditionalElementTableItems00,在Lab處輸入ILMX,將ItemDODBysequencenum,將CompDODSMISC,4。單擊Apply,再次彈出DefineAdditionalElementTableItems00,在Lab處輸入ILMN,將ItemDODBysequencenum,將CompDODSMISC,5。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable,DOContourPlotofElementTableData00。將I

5、tlab處DODNX,單擊OK。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable,DOContourPlotofElementTableData00。將Itlab處DODFC,單擊OK。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable,DOContourPlotofElementTableData00。將Itlab處DODFCMC,單擊OK。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable,DOConto

6、urPlotofElementTableData00。將Itlab處DODFCLN,單擊OK。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable,DOContourPlotofElementTableData00。將Itlab處DODILMX,單擊OK。選取菜單途徑MainMenuGeneralPostproElementTablePlotElementTable，彈出ContourPlotofElementTableData窗口。將Itlab處設(shè)置為ILLN,單擊13.OK。選取菜單途徑MainMenuGeneralPostpro

7、ElementTableListElementTable,彈出ListElementTableData00,00NX、ILLN和ILMX項(xiàng)，單擊OK。14.選取菜單途徑MainMenuGeneralPostproElementTableListElementTable,彈出ListElementTableData00,00FC、FCLN和FCMX項(xiàng)，單擊OK。5.3.2批處理方式/PREP7/TITILE,DIECENBANET,1,SHELL99,2,4！定義單元類型KEYOPT,1,8,1R,1,20,1,1,20！定義實(shí)常數(shù)RMORERMORE,1,0,0.001,1,45,0.001R

8、MORE,1,90,0.001,1,-45,0.001RMORE,1,0,0.001,1,0,0.001RMORE,1,45,0.001,1,90,0.001,RMORE,1,-45,0.001,1,0,0.001MP,EX,1,181E9！定義材料特性MP,EY,1,10.3E9MP,EZ,1,10.3E9MP,PRXY,1,0.016MP,GXY,1,7.17E9MP,GYZ,1,3.78E9TB,FAIL,1！定義生效準(zhǔn)則TBTEMP,CRITTBDATA,1,0,0,1TBTEMP,20TBDATA,10,1500E6TBDATA,11,-1500E6TBDATA,12,40E6TBD

9、ATA,13,-246E6TBDATA,14,40E6TBDATA,15,-246E6TBDATA,16,68E6K,1！定義有限元模型K,2,3K,3,3,0.3K,4,0,0.3A,1,2,3,4K,5,0,0,0.1K,6,3,0,0.1K,7,3,0,-0.1K,8,0,0,-0.1A,5,6,7,8K,9,0,0.3,0.1K,10,3,0.3,0.1K,11,3,0.3,-0.1K,12,0,0.3,-0.1A,9,10,11,12APTN,1,2,3ESIZE,0.1AMESH,ALLNUMMRG,NODENUMCMP,NODEFINISH/SOLUNSEL,S,LOC,X,0！添加約束D,ALL,ALLNSEL,ALLNSEL,S,LOC,X,3！添加載荷NSEL,R,LOC,Y,0.3NSEL,R,LOC,Z,0F,ALL,FY,-10000NSEL,ALLNSEL,S,LOC,X,3NSEL,R,LOC,Y,0.3NSEL,R,LOC,Z,0.1F,ALL,FY,-100NSEL,ALLNSEL,S,LOC,X,3NSEL,R,LOC,Y,0.3NSEL,R,LOC,Z,-0.1F,ALL,FY,-100NSEL,ALLOUTPR,1SOLVEFINISH/POST1！觀察結(jié)