简介:Anewmethodforsloshingsimulationinaswaytankispresent,inwhichthetwophaseinterfaceistreatedasaphysicaldiscontinuity,whichcanbecapturedbyawell-designedhighorderscheme.BasedonNormalizedVariableDiagram(NVD),ahighorderdiscretizationschemewithunstructuredgridsisrealized,togetherwithanumericalmethodforfreesurfaceflowwithafixedgrid.Thismethodisimplementedinanin-housecodeGeneralTransportEquationAnalyzer(GTEA)whichisanunstructuredgridsfinitevolumesolver.Thepresentmethodisfirstvalidatedbyavailableanalyticalsolutions.Asimulationfora2-Drectangulartankatdifferentexcitationfrequenciesoftheswayiscarriedout.AcomparisonwithexperimentaldatainliteratureandresultsobtainedbycommercialsoftwareCFXshowsthatthesloshingloadonthemonitorpointsagreeswellwiththeexperimentaldata,withthesamegrids,andthepresentmethodgivesbetterresultsonthesecondarypeak.Itisshownthatthepresentmethodcansimulatethefreesurfaceoverturningandbreakupphenomena.
简介:Theinfluenceofbafflepositiononliquidsloshingduringthebrakingandturningofatanktruckwasstudiedusingavolumeoffluid(VOF)model.Theforces,theirpositionsandweightdistributionduringbrakingandtheforcesandrollingmomentduringturningwerecalculated.Thereliabilityofthecalculationmethodwasvalidatedbycomparisonswithexperimentalresults.Theresultsshowedthatduringbraking,liquidsplashesinthetankandthemaximumforcesandG(theratioofweightactingonthefrontaxletotherearaxle)arelargewhenA(theratioofthearchareaabovethebaffletotheareaofcrosssection)≤0.1.WhenA≥0.2,asthepositionofthebaffleislowered,themaximumofFx(theforceindirectionx)firstdecreasesthenincreases,andthemaximumofFy(theforceindirectiony)andGincrease.Duringturning,liquidsplashesinthetankandthemaximumforcesandM(therollingmoment)arelargewhenD(theratioofthearchareaabovethebaffletotheareaofcrosssection)≤0.2.WhenD≥0.3,asthepositionofthebaffleislowered,themaximumsofFy,Fz(theforceindirectionz)andMincrease.
简介:Asloshingmitigationconcepttakingadvantageoffloatinglayersofsolidfoamelementsisproposedinthepresentstudy.Physicalexperimentsarecarriedoutinaliquidtanktoinvestigatethehydrodynamicmechanismofthisconcept.Effectsofthefoam-layerthickness,excitationamplitude,andexcitationfrequencyonthesloshingpropertiesareanalyzedindetail.Itisfoundthatthefloatinglayersofsolidfoamelementsdonotevidentlyaffectthefundamentalnaturalsloshingfrequencyoftheliquidtankevidentlyamongtheconsideredcases.Attheresonantcondition,themaximumwaveheightanddynamicpressurearegreatlyreducedasthefoam-layerthicknessincreases.Higher-orderpressurecomponentsonthetanksidegraduallyvanishwiththeincreaseofthefoam-layerthickness.Caseswithdifferentexcitationamplitudesarealsoanalyzed.Thephenomenonisobservedwhenthewavebreakinginthetankcanbesuppressedbysolidfoamelements.
简介:Thedynamicsofliquidsloshinginasphericaltankwithspacerunderlowgravitywasinvestigated.Byextendingthecharacteristicfunctions,thefrequenciesofliquidfree-sloshing,reactionforceandmomentsonthewalloftankwereobtained.Bymechanicalequivalentprinciple,theequivalentmodelsofspring-vibrator-damperofliquidsloshingweregiven.Thenumericalresultsobtainedshowwhenaspacerisinsertedinthetank,thesloshingfrequencyofliquidandthesloshingmassofliquidwilldecrease.
简介:在坦克的大振幅sloshing被最少的方形的粒子模仿在这篇论文的有限元素方法(LSPFEM)。最少的方形的有限元素方法(LSFEM)被采用,并且由于方程为速度和压力的相等顺序的插值调节,,的不可压缩性避免稳定问题空间地分离Navier司烧通常在Galerkin方法使用满足著名LBB条件。LSPFEM也使用Lagrangian描述为节点(粒子)的运动建模。连接这些节点的一个网孔被一个三角测量算法构造避免网孔失真。一个伪α-shapes算法被用来识别免费表面边界。节点被看作罐头自由地移动并且甚至与主要液体领域分开的粒子。最后,这个方法被用来在二辆维的坦克学习大振幅sloshing进化。结果与Flow-3d与好同意获得的那些相比。
简介:Smoothedparticlehydrodynamics(SPH)isamesh-freeadaptiveLagrangianparticlemethodwithattractivefeaturesfordealingwiththefreesurfaceflow.ThispaperappliestheSPHmethodtosimulatethelarge-amplitudelateralsloshingbothwithandwithoutafloatingbody,andtheverticalparametrically-excitedsloshinginatwo-dimensionaltank.ThenumericalresultsshowthattheSPHapproachhasanobviousadvantageoverconventionalmesh-basedmethodsinhandlingnonlinearsloshingproblemssuchasviolentfluid-solidinteraction,andflowseparationandwave-breakingonthefreefluidsurface.TheSPHmethodprovidesanewalternativeandaneffectivewaytosolvethesespecialstrongnonlinearsloshingproblems.
简介:Thedynamiccharacteristicsofliquidsloshinginatransverselyvibratingsphericaltankwithspacerunderlowgravitywereinvestigated.Byexpandingthecharacteristicfunctions,thefrequenciesandvelocitypotentialsofliquidfree-sloshingwereobtained.Thedynamicequationsandboundaryconditionsofliquidsloshinginthetraversevibrationalsphericaltankwithspacerunderlowgravitywerederived.Bymodifyingthevelocitypotentialsofliquidfree-sloshing,thevelocitypotentialsofliquidsloshinginthetraversevibratingsphericaltankwithaspacerwereobtained.Furthermore,theforcesandthemomentsactingontankwallweregiven.Thenumericalresultsshowwhenaspacerisinsertedinthetank,thesloshingfrequenciesofliquidandtheforcesactingontankwallwilldecrease,butthemomentofforcetothecentreofthetankwhichiscausedbytheforceofliquidactingonthespacerwilloccur.
简介:Thesimulationsofnonlinearsloshinginbothtwo-dimensionalandthree-dimensionalliquidtankswithporositygirderarecarriedoutintimedomainbyusingtheMulti-domainBoundaryElementMethod(MBEM).Thecomparisonofthepresentresultsandthereferencesisconductedandshowstheyagreewellwitheachother.Thethree-dimensionaleffectandtheinfluenceofthewidthofliquidtankandtheheightandporosityofthegirderonthenaturalperiodofthemodelarealsodiscussed.
简介:ThenumericalsolutionsofstandingwavesforEulerequationswiththenonlinearfreesurfaceboundaryconditioninatwo-dimensional(2D)tankarestudied.Theirregulartankismappedontoafixedsquaredomainthroughpropermappingfunctions.Astaggeredmeshsystemisemployedina2Dtanktocalculatetheelevationofthetransientfluid.Atime-independentfinitedifferencemethod,whichisdevelopedbyBang-fuhChen,isusedtosolvetheEulerequationsforincompressibleandinviscidfluids.Thenumericalresultsagreewellwiththeanalyticsolutionsandpreviouslypublishedresults.Thesloshingprofilesofsurgeandheavemotionwithinitialstandingwavesarepresented.Theresultsshowveryclearnonlinearandbeatingphenomena.
简介:Undertheconditionoflowgravitythecharacteristicsofliquidforcedsloshinginaturningsphericaltankwithaspacerwereinvestigated.Thestaticshapeoftheliquidsurfacewasanalyzed.Byexpandingthecharacteristicfunctions,thefrequenciesandvelocitypotentialofliquidfree-sloshingwerederived.Thegoverningequationsandboundaryconditionsfortheforcedsloshingofliquidunderthetankturningwereestablished.Thetransverseforceofliquidactingonthetankandthemomentofforcetothecentreofthetankwhichiscausedbytheforceofliquidactingonthespacerweregiven.Numericalresultswerecomparedwiththeonesofthesphericaltankwithoutaspacer.Theresultsshowthatwhenaspacerisinsertedinthetank,thesloshingfrequencyofliquidandthetransverseforceofliquidactingonthetankwilldecrease,butthemomentofforcetothecentreofthetankwhichiscausedbytheforceofliquidactingonthespacerwilloccur.
简介:Aboundaryelementmethodispresentedforthecoupledmotionanalysisofstructuralvibrationwithsmall-amplitudefluidsloshingintwo-dimensionalspace.ThelinearizedNavier-Stokesequationsareconsideredinfrequencydomainandtransformedintoboundaryintegralequations.AnappropriatefundamentalsolutionfortheHelmholtzequationwithpureimaginaryconstantisfound.Theconditionofzero-stressisimposedonthefreesurface,andnon-slipconditionoffluidparticlesisimposedonthewallsofthecontainer.Forrigidmotionmodels,theexpressionsforaddedmassandaddeddampingtothestructuralmotionequationsareobtained.Sometypicalnumericalexamplesarepresented.