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1、參見Ansyshelp“FEModeler”部分“LinkFEModelertoOtherWorkbenchSystems”參見simwwe論壇實例賞析部分WB與APDl模型相互導(dǎo)入可通過FEMODELER作為中介來實現(xiàn),從FEMODELER可以讀入、也可以寫出.CDB文件,APDI可以寫出也可以讀入.CDB文件,F(xiàn)EMODELER還可以寫出.inp文件供APDL或者ABAQUS使用將WB的模型導(dǎo)入ClassictheWriteSolverFilebuttoncanbeusedinconjunctionwiththeTargetSystemfieldinthetoolbartowriteout
2、FEModelerdatatosolverinputfiles,throughtheuseofTemplates.TemplatesareprovidedtoallowyoutoeasilygenerateacustomizedMechanicalAPDL,ABAQUS,STL,orNASTRANinputdeck.ThereisalsoanoptiontocreateacustomTemplate.Towriteasolverfile,selectGenerateDataintheTreeOutline,selecttheTargetSystemtemplatethatyouwanttous
3、e,andclickonthWeriteSolverFilebuttoninthetoolbar.ThefollowingoptionsareavailablefromtheTargetSystemdrop-downlist:.TheMechanicalAPDLapplicationABAQUS.NASTRAN.STL.TemplateSeetheFEModelerOptionssectionforinformationonhowtochangethepathtoatargetsystemtemplate.Workbench中FEMODELER的作用(來自幫助文件)TheRoleofFEMod
4、elerinANSYSWorkbenchFEModelerworkswiththestandardfiniteelementrepresentationusedinsideANSYSWorkbench.FEModelersupportsrobustdatatransferfromNASTRAN,ABAQUS,STL,andotherANSYSWorkbenchapplicationsintotheMechanicalandMechanicalAPDLapplications.UseFEModelerto:Importafiniteelement(FE)modelfromaNASTRANbulk
5、datafileorABAQUSInputfile.(導(dǎo)入從第三方軟件產(chǎn)生的有限元模型)Importafiniteelement(FE)modelfromanSTLinputfile.ImportFEinformationfromtheMechanicalapplication.ImportFEinformationfromAdvancedMeshing.Thiscapabilityisbaseduponspecificlicensingrequirements.PleaseseetheFEModelerLicensingsectionshownbelow.(導(dǎo)入網(wǎng)格文件)Importarch
6、ivedMechanicalAPDLdatacreatedusingtheCDWRITEcommand.Thiscommandwritesafilewiththedefaultextension.cdb.(導(dǎo)入由經(jīng)典APDL生成的模型,導(dǎo)入的模型只包含有限元模型,而不包括點、線、面、體等幾何模型,需要另外的操作進(jìn)一步生成)Navigateandvisualizethedatacontainedinthemodel.GenerateageometryfromanFEModelusingthGeometrySynthesisfeature.(由有限元模型生成幾何模型)GivenanANSYSMes
7、hMorpherlicense,parameterizeandtransformageneratedgeometry.Createnamedcomponentsbasedonelementselections.(根據(jù)elementselections創(chuàng)建組件)GenerateaMechanicalAPDL,NASTRAN,ABAQUS,orSTLinputdeckfordownstreamanalysis.(生成APDL或者第三方軟件所需的有限元模型ImportaFluentorCFXMeshfile.(導(dǎo)入FLUENT或者CFX的網(wǎng)格文件)WorkbenchAdvancedMeshingIf
8、youhaveWorkbenchaswellasANSYSICEMCFDinstalled,youcantakeameshfromtheICEMCFDMeshingapplicationintoFEModeler.FEModelerUserInterfaceInsertMeshMetricsTheMeshMetricstoolallowsyoutotestandevaluatethemeshqualityofamodel.ModalSimulationTheModalSimulationtoolallowsyoutodefineamodalanalysis.InsertMeshMetricsT
9、heMeshMetricstoolallowsyoutotestandevaluatethemeshqualityofamodel.ModalSimulationTheModalSimulationtoolallowsyoutodefineamodalanalysis.go.ooFileViewInsertToolsHelpNotyet.C:Docu.DetailsView-Inix|1Component100.0050.00OutlineGraphi匚嵯TargetSystem:MechanicalAPDLTSynthesisParameterstocjGeometrySynthesisin
10、itialGeometryAssociatewithaGeometryModel(A2)FImportSummary9GenerateDataJElEiriEntTypes(5)些SBodies(1)秘MaterialsThicknesses(5)國目Components(1)VertexInser,.Automati匚F.DefinitionMeshMorph.MeshInitialGeorne.廠k.paI-pVac.Currentsele匚tiori:0elemen60VesFEMODELER寫出.INP文件(針對APDL或者ABAQUS、NASTRAN等格式)StandardToolb
11、arjgjWriteSolverFile田.ntPrintPreviewGSDTiargetSystem:iMechanicalAPDL靜TheStandardToolbarcontainsapplication-levelcommandsandimportantgeneralfunctions.Eachiconbuttonanditsdesciptionfollows:Button/MenuDescriptionHlSavebutton:SavestheprojectasaWorkbenchProjectfile(+.wbpj).WriteSolverFileIfImportSummaryi
12、sselectedintheTreeOutline,theImportSummaryreportisexportedasa*.htmfile.IfGenerateDataisselected,a+.inpsolverfileiswrittenusingtheformatselectedintheTargetSystemfieldinthetoolbar.TargetSystemfeature:pleaseseetheExoortSuecificationssection.Componentbutton:PleaseseetheConADonentsandAssembliessection.FE
13、MODELER由有限元模型生成幾何模型的方法GeometrySynthesisToolbarGeometrySynthesisemploysthefollowingtoolbaroptionsButton/MenuToolTipNameDisplayedDescriptionJInitialGeometryInitialGeometrvGeneratesageometryfromanFEmodel.ThisoptionalsoautomaticallycreatestheSkinDetectionTool(SDT)comporientsontheFEModel.Createskincompon
14、entsCreateskincomponentsCreatestheSkinDetectionTool(SDT)componentsontheFEModel.ThenumberoffacesgeneratedisbasedontheToleranceAnglevaluecontainedintheSkinDetectionToolDetails.由FEMODELER從有限元模型導(dǎo)出幾何模型文件ConverttoParasolidCorworttoPainmolidIfaninitialgeometryintheTreeOutlineisselected,youcancreateaParasol
15、id.SeeCreatinaParasolidGeometriesinFEModelerformoreinformation.ExporttoaParasolidFileAllowsyoutoconvertInitialGeometrytoaParasolidfile.Formoreinformation,seeCreatinaParasoSidGeometryfromaLeaacvMeshFEMODELER中查看單元類型ElementTypesViewThepurposeoftheElementTypesviewistoprovide:Alistingoftheelementtypespre
16、sentinthemodel,alongwithcorrespondingelementcoiAvisualizationofelementtypeusageinthemodel.Note:Elementselectionfilteredbyoneormoreelementtypes.-=卜GenerateDataElementTypes(8)SLinearWedge.LinearHexahedronSpringUYSpringUZLinearQuadrilateralContactLinearQuadrilateralTargetLinearTriangularContact.、Linear
17、TriangularTarget5Bodies(1)Outlineiii.3S?comkfirnaaMeshDataNumberof.282MechanicalSolid185NASTRAN.CPENTAABAQUSN.C3D6AIsDetailsViewColorsinthegraphicsdisplaydifferentiatethebodies.Filteringdisplaysexcludedelementsastranslucentorinvisible.Interactiveselectionappliesonlytoopaqueelements.FEMODELER中查看接觸對Th
18、epurposeoftheContactsviewistoprovide:AlistingandvisualizationofcontactregionsdefinedintheFEmodel.Alistingofcontactelementtypespresentinagivensetofcontactregions,alongwithcorrespondingelementcounts.Anelementselectionfilteredbyoneormorecontactregions.Anelementselectionfilteredbyoneormorecontactelement
19、typeswithinasetofcontactregions.E:TOFEiTOFE:TOFEiTOFE:TOFFTOHFTOHFTOHE:TOFF15BISF3SB35F45B45F55B55F65B65F75B75FL15H5FL25H5LinearQuadrilateralTargetEiTOFF25B25FL35H5Note:ContactscorrespondtoElementTypes170,仃3,174,and175combinationsintheMechanicalAPDLarchivefile.Contactscorrespondtocontactregionobject
20、sunderConnectionsintheMeuhanicalapplicationContactscorrespondtoPONTACTPAIRandSURFACEINTERACTIONcombinationsbasedonABAQUSdata.ContactsviewisnotapplicableformodelsbasedonNASTRANdata.Colorsinthegraphicsdisplaydifferentiatecontactregions.FEMODELER中查看材料、實常數(shù)、組件、梁單元、約束、集中力、面力、約束方程等BasicFEModelerWorkflowThe
21、followingstepssummarizethetypicalworkflowwhenusingFEModeler.SubsequentsectionsdescribeadditionaltasksforexploringthedataandforaddingnamedcomponentstotheFEmodel.UseWorkbenchtoOpenorCreateanFEModelerSystemUseWorkbenchtoLinkFEModelertoOtherWorkbenchSystemsUsetheFEModelerEditortoreviewtheImportSummaryre
22、port.Duringimport,FEModelerdynamicallybuildsareportsummarizingtheinformationobtainedfromthemeshesthatwereimported.Thereportalsoincludesalistofissuesraisedduringtheimportprocess.CarefullyreviewtheseissuestodeterminetheireffectontheFEmodel.UsethetoolbartoprintthereportorexportthedocumentasanHTMLfile.E
23、xportthemodelusingtheTargetSystemdrop-downlistonthetoolbarandselectoneofthefollowingtemplates:.MechanicalAPDL-DefaultABAQUSNASTRANSTLTemplate-Customizableoptionforoneoftheaboveoutputselections.(Optional)CreateageometryfromthefiniteelementmeshusingtheGeometrySynthesisfeature.Thisfeatureenablesyoutous
24、ethemodelforfurtheranalysesinWorkbenchortoperformparametricstudies.Usethetoolbartoprinttheprevieworexportthedataintheformofthetargetsystemscommandstoan.inpfile.Note:Becauseitisnotunusualtoencounterlargegapsinnodeandelementnumberinginfiniteelementmodels,GeneratedData,bydefault,compressesanysuchgapswh
25、enexportingtotheMechanicalAPDLapplication.YoucandisabletheoptionthatchangestheIDsofallofnodesandelementsthataresenttothetargetsystemfromFEModelerthroughtheToolsOptionsfeature.However,sendinglargeentitynumberssuchasnodeorelementIDsmaynotbememoryefficientintheMechanicalAPDLapplication.FEMODELER導(dǎo)出到APDL
26、默認(rèn)單元類型MechanicalAPDLastheTargetSystemWhenMechanicalAPDLisusedastheTargetSystemthefollowingentities,ifpresent,arewrittenoutasMechanicalAPDLcommandsfromFEModeler.Note:Onlystructuralelementtypesaresupported.FEModelerGenericRepresentationExportedMechanicalAPDLElementType1-NodeMassMASS213-NodeTriangularP
27、lanarPLANE1824-NodeQuadrilateralPlanarPLANE1826-NodeTriangularPlanarPLANE1838-NodeQuadrilateralPlanarPLANE1838-NodeHexahedronSOLID1858-NodeWedgeSOLID1858-NodePyramidSOLID18510-NodeTetrahedronSOLID18720-NodeHexahedronSOLID18620-NodeWedgeSOLID18620-NodePyramidSOLID1864-NodeQuadrilateralShellSHELL1814-
28、NodeTriangularShellSHELL1813-NodeBeamBEAM1888-NodeQuadraticQuadrilateralContactor6-NodeQuadraticTriangularContactCONTA1743-DContactTargetSegmentTARGE1708-NodeQuadraticQuadrilateralContactor6-NodeQuadraticTriangularContactCONTA1748-NodeQuadraticQuadrilateralTargetor6-NodeQuadraticTriangularTargetTARG
29、E170ExportedMechanicalAPDLFEEntityTypeshavethefollowingspecifications.FEEntityTypeExportedInformationNodesNodalcoordinatesandrotationangles.ElementsElementdefinitionincludeselementconnectivity,elementtypeID,materialID,realconstantID,andelementcoordinatesystemID.MaterialPropertiesIsotropicandorthotro
30、picelasticproperties,PlasticstrainbasedMISOplasticity,isotropicthermalcoefficientofexpansion,density,thermalconductivityandspecificheat.PhysicalPropertiesRealconstantsand/orsectiondata.InterfacesIncludessurface-to-surfacecontactpairdefinitions,contactproperties,constraintequationsandcouples.Coordina
31、teSystemsAnyavailablelocalcoordinatesystems.ComponentsNodeandElementcomponents.FacecomponentsinFEModelerareconvertedtonodecomponentsandsentovertotheMechanicalAPDLapplication.BoundaryConditionsConstraintsforstructuraldegreesoffreedomonly.LoadsConcentratedforcesandElementpressuresonly.FEMODELER導(dǎo)出到ABAQ
32、US默認(rèn)單元類型ABAQUSastheTargetSystemWhenABAQUSisusedastheTargetSystemthefollowingentities,ifpresent,arewrittenoutasABAQUScommandsfromFEModeler.Onlystructuralelementtypesaresupported.FEModelerGenericRepresentationExportedABAQUSElementType2D3-NodeTriangularPlanarS34-NodeQuadrilateralPlanarS46-NodeTriangula
33、rPlanarSTRI658-NodeQuadrilateralPlanarS8R3D1-NodeMassMASS2-NodeBarB314-NodeC3D46-NodeC3D68-NodeC3D810-NodeC3D1015-NodeC3D1520-NodeC3D20Shell3-NodeTriangularShellS34-NodeQuadraticShellS46-NodeTriangularShellSTRI658-NodeQuadraticShellS8RExportedABAQUSFEEntityTypeshavethefollowingspecifications.FEEntit
34、yTypeExportedInformationNodesNodalcoordinates.ElementsElementdefinitionincludeselementconnectivity.MaterialMaterialpropertiesinclude:PropertiesIsotropicandorthotropic(laminaandengineeringconstants)elasticproperties.Isotropicelasticpropertiesmaybetemperaturedependent.PlasticstrainbasedMISOplasticity.
35、Notemperaturedependenciesaresupported.Densitymaybetemperaturedependent.Isotropicthermalexpansioncoefficientmaybetemperaturedependent.Isotropicandorthotropicthermalconductivity.IsotropicpropertiesmaybetemperaturedependentSpecificheatmaybetemperaturedependent.FEMODELER導(dǎo)出到自定義模板自定義單元類型TemplateastheTarge
36、tSystemWhenTemplateisusedastheTargetSystem,youarepromptedtoopenacustomizedtemplatethatyouhavecreated.AcustomizedtemplateallowsyoutocontroltheorderinwhichFEdataiswrittenout.InadditionyoucanalsointerspersecommandswithatemplatethatarenotsupportedbyFEModelertoperformadvancedmodelingorprovideanalysiscont
37、rols.Note:STLmeshesarenotsupportedbytemplatetargetsystemsin12.x.ShownbelowarethecommandscontainedintheWorkbenchprovideddefaulttemplateforeachofthesupportedtargetsystemsthatyouwilluseasthebasisforacustomizetemplate.Inaddition,samplesofthetemplateareprovided.CommandstoIncludeinTemplateSupportedTargets
38、SupportedDataElementTypeANSYSElementtypedefinitions.MeshNodesANSYS,ABAQUS,NASTRANNodedefinitionsincludingrotations.MeshElementsANSYS,ABAQUS,NASTRANElementdefinitions(elementtype,materialID,propertyID,elementconnectivity).MaterialPropertiesANSYS,ABAQUS,NASTRANMaterialpropertydefinitions.ComponentsANS
39、YSElement,NodeandFacecomponentdefinitions.lnterfaceRegionsANSYSDefinitionofcontactregionsandcontactproperties.LoadsANSYSNodalforcesandsurfacepressures.BoundaryConditionsANSYSSpecifieddisplacementboundaryconditions.PhysicalPropertiesANSYSRealconstantandSectiondefinitions.Note:Notallentitiesimportedin
40、toFEModelercanbeexportedtoalloftheavailablesystems.自定義單元類型實例SampleTemplatesTheMechanicalAPDLapplicationasthetargetsystem.!HEADING!FilecreatedatTimeStamp!ThistemplateextractstheFEModelermeshinaformat!compatiblewiththeMechanicalAPDLapplicationinput!MeshNodes!MeshElements!ElelemntType!MaterialPropertie
41、s!Components!InterfaceRegions!Loads!BoundaryConditions!PhysicalProperties!NASTRANasthetargetsystem.$FilecreatedatTimeStamp$ThistemplateextractstheFEModelermeshinaformat$compatiblewithNASTRANinput.$BEGINBULK$MATERIALPROPERTIES$MaterialProperties$MESHNODES$MeshNodes$MESHELEMENTS$MeshElements$ENDDATAAB
42、AQUSasthetargetsystem.*HEADING*FilecreatedatTimeStamp*ThistemplateextractstheFEModelermeshinaformat*compatiblewithABAQUSinput*MeshNodes*MeshElements*MaterialProperties*SampletemplatesareprovidedtoperformalargedeflectionanalysisusingtheMechanicalAPDLapplication,NASTRANorABAQUS.將WB的模型導(dǎo)入Cfass他四種方法theWr
43、iteSolverFilebuttoncanbeusedinconjunctionwiththeTargetSystemfieldinthetoolbartowriteoutFEModelerdatatosolverinputfiles,throughtheuseofTemplates.TemplatesareprovidedtoallowyoutoeasilygenerateacustomizedMechanicalAPDL,ABAQUS,STL,orNASTRANinputdeck.ThereisalsoanoptiontocreateacustomTemplate.Towriteasol
44、verfile,selectGenerateDataintheTreeOutline,selecttheTargetSystemtemplatethatyouwanttouse,andclickonthWeriteSolverFilebuttoninthetoolbar.ThefollowingoptionsareavailablefromtheTargetSystemdrop-downlist:.TheMechanicalAPDLapplicationABAQUS.NASTRAN.STL.TemplateSeetheFEModelerOptionssectionforinformationo
45、nhowtochangethepathtoatargetsystemtemplate.近來有不少人發(fā)貼詢問這個問題。以前我的答復(fù)說的不是很明白,現(xiàn)在再詳細(xì)的介紹一下。主要有三種方法。在此以V11為例,其他版本大同小異。第一種,先在projecttree上選上solution,再如附圖操作。本帖最后由pfsr于2007-5-2514:26編輯jpg(48.26KB)出IProject國2C069568Simulation*J3JBlISoluticn轉(zhuǎn)Deformati01HBWWEMHHIHIIBBIBIXtlinefor20069566*HReadANSYSResult冋les,.RWrit
46、eFLUENTIrputFiSe.SolveProcessSettings.畫ParameterMaraga-.Addins.Options.VariableManagerj龜,F(xiàn)orceid寸宜Fwtn11衛(wèi)Force12莊Force15*熒Farce14Boltftetensic+;3BoltFvetensic/訂6oltPrefensKBoltPrettnsk0SimulationWizardEdiborSaveANSYSdb:Yes相對應(yīng)的db文件在進(jìn)行計算后就會保存在工作目錄下。在以前版本中這個操作有一點復(fù)雜。tools-options-simulation-solution-sav
47、eANSYSfiles:Yesjpg(34.69KB)第三種,在Project頁選上Simulation,再在左側(cè)點擊openanalysisinANSYS。ANSYSC就會啟動。前提是同一臺機器上已經(jīng)安裝Classic.3.jpg(45.02KB)世StahrEtrucLr日Irmi&tricGeometryW-W20OT_nSriueUG:ri申妙加g府6rdoeciritTMfrom2ODM56Spranet&rJaiu&EIran-200T.Kaige.Ik-riiv.k:2MOI_伽牌丹呼t冷ldt“t阿耐葉fmm7006*556?仲nHiialyskInAN$YSA匚喙kEtLh.
48、PdNewFEmodelOpen&NewsimulationNewmeshAOpenanalysismANSYSDFaultGeometryOptionsETSclidbodiq|Surfacebodies己LinebodiesEParametersTpDsAttributes胡妙E心Nsmedselections少隔cMaterialproperties*Lfn$avedProjectai.filejUnnamed3;Y5WerkJNrHEhIAH5Y5MECh.ihHit聞n.fF町.EnjcrtIvoF血5Ji5靜屮匕Twfei-fcsiFHWi31fe&Jt勺血ifi-r辛VVj.q灶
49、wr_fjjAiwx5:-7U如果對某些細(xì)部的結(jié)果不滿意,想修改一下幾何形狀,而手頭沒有原始的幾何文件,那么meshmorpher就會很有用。首先選擇targetconfinguration,確認(rèn)要改的地方。在這個例子中是將藍(lán)色的面向外移動100mm。jpg(59.21KB)ANSYSWorkbenchANSYSMechanKalPrijir訐Mgl*f專恤gimul啟ig押ItitewihsertTbolsHelp11巳IE園H日華Ne轉(zhuǎn)TargetCcnPajationarflnemiProject-yImportSi.:mmcry4GendteDate+.豈ElernertTypes(2
50、)h7;Bedies(11i-Maberlah(1)+GCotnpcnents1j-siGeometrySynthesis+舍刊矗LedjorTool|rii*.id:Ge孚疋竝InsertTjigetCaifigurlai*RenameXDel比jpg(66.54KB)AN$Y5WorkbenchAI4SY5MechamcaltitProjact1dpEModelx方詁sirnJiiflonLFife惟航麻feH61Rafe.*血DwijriFrtbrta-ials(1)能CcmpanEfts(1)F電GeonWyskinDetKtkntcd匕Initialfecmetry#*siPat-4
51、Ta牡C&nfigf旳cnjpg(68.16KB)砂*ah儲回:I腌勺rrikrtkri離jitViewUiteredsHeb-H9kMcjsi吩屜?J*i*hfeihGcrtrltzudniLrilPnijMMudd1、寺ijMEffrrC-riJuFTip/ijiT-i左丁jK.r.liiF.|-iT升級之后的網(wǎng)格。ANSYS將面上的節(jié)點向外移動了100mm,單元數(shù)跟節(jié)點數(shù)并沒有發(fā)生變化。17.jpg(106.54KB)解釋得很倉促,不明之處歡迎指正。F期預(yù)告:在Simulation中直接給出ClassicPostprocessing結(jié)果圖Workbench中直接調(diào)用ICEMCFD進(jìn)行網(wǎng)格
52、劃分 HYPERLINK /ak3204/blog/item/44343709710ff5d43bc7633c.html /ak3204/blog/item/44343709710ff5d43bc7633c.html2011年09月21日星期三10:10自從ANSYS12.0之后,ICEMCFD就從Workbench中被分離出去,作為一個獨立的程序使用了。取而代之的是Meshing模塊。最新版本13.0的meshing模塊功能已經(jīng)相當(dāng)強大,足夠應(yīng)付工程需要了。但是有許多人還是用不習(xí)慣meshing模塊的操作方式,包括我在內(nèi)。對于熟悉使用ICEMCFD的使用者來說,若能在meshing中直接調(diào)用
53、ICEMCFD進(jìn)行網(wǎng)格劃分,無疑是一件美好的事情。其實在13.0的meshing中,是可以直接調(diào)用icemcfd的。下面我們以一個最簡單的例子來說明這個過程。1、創(chuàng)建一個staticstructure工程,并保存,如圖1所示。為什么選擇staticstructure做為例子,主要還是因為icemcfd做固體網(wǎng)格的邊界識別問題。如果是流體計算,大可以把幾何輸出到icem中,免去諸多麻煩。當(dāng)然不是說流體計算不適合直接調(diào)用icem進(jìn)行劃分了。圖1創(chuàng)建一個工程圖2打開DM圖3創(chuàng)建的幾何2、進(jìn)入DM建立幾何模型右鍵點擊Geometry,選擇newgeometry,打開DM,進(jìn)行幾何模型創(chuàng)建,如圖2所示。
54、保存模型,關(guān)閉DM,返回到工程瀏覽窗口。為方便起見,建立的模型非常簡單,就是兩個圓柱通過布爾運算合并在一起。由于不是講DM,所以這里從簡。3、進(jìn)入DS右鍵點擊Model,選擇Edit如圖4所示。進(jìn)入DS界面,會自動導(dǎo)入第二步建立的模型。如果導(dǎo)入不成功,可能是安裝上的問題,可以參看上一篇博文中的解決方案。圖4進(jìn)入DS圖5設(shè)置網(wǎng)格劃分方法4、設(shè)定網(wǎng)格劃分方式在DS的屬性節(jié)點菜單中右鍵點擊Mesh,選擇InsertMethod,插入方法,如圖5所示。設(shè)置網(wǎng)格劃分方式,如圖6所示。注意以下幾點:(1)設(shè)置Method為MUtiZone(2)設(shè)定WriteICEMCFDFiles為Interactive.這是最主要的兩點,其他的就見機設(shè)置好了。都設(shè)置完成后,就可以如圖7所示,在Mesh上點擊右鍵,選擇GenerateMesh生成網(wǎng)格了。DS會自動啟動ICEMCFD。帥scdngtJFfMinimumfngth01托騁mI口MQFDFilesIErTeH-actrwrICEMCfD&rhawrP
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