導(dǎo)彈拋物沖擊侵蝕分析_第1頁
導(dǎo)彈拋物沖擊侵蝕分析_第2頁
導(dǎo)彈拋物沖擊侵蝕分析_第3頁
導(dǎo)彈拋物沖擊侵蝕分析_第4頁
導(dǎo)彈拋物沖擊侵蝕分析_第5頁
已閱讀5頁,還剩17頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

Workshop6

ObliqueProjectileImpact

(witherosion)ANSYSExplicitDynamicsWorkshopGoalandProcedureGoal:Performobliqueimpact/penetrationanalysis(witherosion)Procedure:CreateanExplicitDynamics(ANSYS)AnalysisSystemProjectSelecttheunitssystemanddefinethematerialsImportandmeshthearmorgeometryDefineanalysissettings(includingerosion),initialconditions,boundaryconditionsandbodyinteractionsInitiatethesolution(AUTODYN-STR)andreviewtheresultsStep1–CreatetheProjectSchematicStartANSYSWorkbenchandfollowthesequencedstepsusingtheabbreviationsshownbelow:DC=DoubleClickwithLeftMouseButtonSC=SingleClickwithLeftMouseButtonRMB=RightMouseButtonSelectionD&D=DragandDrop=HoldLeftMouseButtondownonitemwhiledraggingittonewlocationandthenreleaseit(i.e.,CopyorMove)DC1.CreateanANSYSExplicitDynamicsAnalysisSystemProjectStep2–SpecifytheProjectUnits2.aSelectMKSfortheProjectUnitsfromtheUnitsListprovided2.bRequestthatNativeApplicationsinWorkbenchhavetheirvaluesbeDisplayedintheProjectUnits2.cCheckthoseunitsystemstoSuppressfromappearingintheUnitsListNote:EngineeringDataisnativeinWorkbench,butMechanicalisNOTatthistime(butwillbeinthefuture).Step3–DefineEngineeringDataMaterial3.aEdittheEngineeringDatacelltoaddamaterialtothedefaultlibrary.3.bSelectexplicitmaterialstoloadinanexistingmaterialmodel.3.cScrolldownandaddCARTBRASS,LEAD,RUBBER1andSTEEL4340DCThebooksymbolconfirmsithasbeenaddedStep3–DefineEngineeringDataMaterial3.dCheckthematerialshavebeenaddedtoengineeringdata3.cWewillusethesematerialsastheyarewithoutmodification

SCStep3–DefineEngineeringDataMaterial...3.gReturntotheProjectSchematic3.hSavetheProjectbyselectingthe“SaveAs

...”iconandBrowsetothedirectoryindicatedbyyourinstructor.Usethename“Oblique_penetration”fortheProjectname.Note:SavingtheProjectsavesalloftheimportantfiles.TheProjectmayalsobeArchived,inwhichallofthesupportingfilesarecompressedandsavedinonefile.Step4–ImportandModifytheGeometryRMBSC4.aImportthegeometrybytheprocedureshown.DoNOTDoubleClickonthe“Geometry”cell...4.bBrowsetotheDesignModeler11.0SP1geometryfilenamed:“oblique_penetration.agdb”Step5–EdittheModelinMechanical5.aEditthemodelinWorkbenchMechanical.SinceEditisthedefaultaction,double-clickingontheModelcellisalsoacceptablehere.RMBSC5.bSelecttheMKSUnitssystemRecallthatMechanicalisnotnativeinWorkbench,sotheUnitsheremaynotmatchtheProjectUnitsNote:Althoughtheunitsystemusedfordataentryandpost-processingistheMKSsystem,theactualunitsystemusedbytheAUTODYNsolveristhemm-mg-mssystem,becauseitprovideshigheraccuracy.ThiswillbeshownlaterwhentheAnalysisSettingsarediscussed.Step5–EdittheModelinMechanical...5.cDefinethematerialsforeachpartinturn(multiplepartscanbeselectedbyholdingthectrlkey):plate1andplate2 -steel4340rubberspacer1→rubberspacer4-rubbersteelwasher1→steelwasher8 -steel4340bolt1→bolt4 -steel4340bulletcase -cartbrassbulletcore -leadStep5–EdittheModelinMechanical...5.d Materialassignmentscanthenbe checked: -SelectGeometry -UnderDisplayStyleselectmaterial -Thescreenplotwillthencolorthe modelbymaterialStep5–EdittheModelinMechanical...5.eDeletetheBondedContact

RegionsRMB5.fReviewtheexistingBodyInteractionspecificationsStep5–EdittheModelinMechanical...5.fReviewtheautomaticallycreatedsymmetryplane5.gSavetheProjectStep6–MeshModel6.aSelecttheMeshbranch6.bSpecifytheMeshDetails:PhysicsPreference=ExplicitElementSize=0.006meters6.cApplyaPatchIndependentTetrahedronsmethodtothetwopartswhichmakeupthebullet(viaRMB

Mesh>Insert>Method)6.dSettheelementsizeto0.005metersStep6–MeshModel6.eApplyabodysizingtothetwoplates(viaRMB

Mesh>Insert>Sizing)6.fSelectthetwoplatesandclickApplyonthegeometryline6.gUndertypeselectSphereofInfluence - selectZXplaneasthespherecentre - setsphereradiusto0.04meters - settheelementsizeto0.003meters6.h Generatethemesh(viaRMBontheMeshbranch>generatemesh)Step7–DefinetheAnalysisSettings7.aSpecifytheAnalysisSettings:EndTime=0.00015seconds

7.bNotetheSolveUnits=mm,mg,msThemm,mg,msunitsystemisthemostaccurateinmostsimulations,soitistheonlyonecurrentlyavailableforsolution.Althoughmoresolverunitsystemswillbeavailableinthefuture,anyunitsysteminthedrop-downlistmaybeusedtoenterdataand/ordisplaytheresults.SCStep7–DefinetheAnalysisSettings...7.cKeeptheremainingdefaultsNote:Therearemultiplewaystocontroltheerosionofanelement.Inthiscase,theelementwillonlyerodewhenthegeometricstrainreaches150%.7.dEnsureretaininertiaoferodedmaterialissettoYES7.dUsethedefaultnumberofdatasetstosaveduringthesolution.Step8–ApplyInitialConditiontobullet8.aapplyinitialvelocitytobullet:SelectInitialConditionsintheOutlinetreeSelectthebodyfilterSelectthetwobulletbodies(whileholdingctrl)RMBonselectedbodies

Insert>velocityEnteravelocityof800m/sSelectthedirectionboxClickononeofthelongedgesofthebulletIftheredarrowpointsthewrongway,clickthearrowicontoreverseitApplytheselectionStep9–InsertResultItemstoPost-process9.aInsertaTotalDeformationplotrequestundertheSolutionbranch9.bInsertanEquivalent(von-Mises)Stressplotunderthesolutionbranch9.cSavetheprojectontheprojectpageRMBRMBSCSCStep10–RuntheAUTODYNSimulation10.aSelectSolverOutputunderSolutionInformationandSolvethesimulation.TheSolverOutputshowstherunstatistics,includingtheestimatedclocktimetocompletion.Anyerrorsorwarningsarealsonoted.Terminationdueto“wrapuptimereached”isexpectedhere.SCStep11–ReviewtheResults11.aSelectTotalDeformationa

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論