简介：在现在的学习，旋涡在开的隧道流动被产生，跨流动的柱体在床附近水平地安装了。沉积拾起率然后下游地在隧道床上被测量用一部沉积电梯的柱体。拾起率面对旋涡指数地增加的试验性的数据表演。二种不同关系能清楚地为没有障碍的流动在拾起率和streamwise速度变化，为妨碍柱体的流动的变化和其它的最大的root-mean-square(rms)价值之间被观察。结果暗示导致旋涡的沉积拾起不能基于传统的边界层理论被解释。

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简介：Accordingtothecharacteristicsofdeepwatertoptensionedrisers,asimplifiedmodelispresentedtopredictthemulti-modalresponseofvortex-inducedvibration(VIV)innon-uniformflowbasedonenergyequilibriumtheoryandtheexperimentaldatafromVIVself-excitedandforcedoscillationsofrigidcylinders.Theresponseamplitudeofeachmodeisdeterminedbyabalancebetweentheenergyfedintotheriseroverthelock-inregionsandtheenergydissipatedbythefluiddampingovertheremainders.Comparedwiththepreviouspredictionmodels,thismethodcantakefullyaccountoftheintrinsicnatureofVIVforlowmassratiostructuresonlock-inregions,addedmassandnonlinearfluiddampingeffect,etc.Moreover,itisthefirsttimetoproposetheaccuratecalculatingprocedureforVIVamplitudecorrectionfactorbysolvingenergyequilibriumequationandaclosedformsolutionispresentedforthecaseofariserofuniformmassandcross-sectionoscillatinginauniformflow.ThepredictedvaluesshowareasonableagreementwithVIVexperimentsofrisermodelsinsteppedandshearedcurrents.

简介：Anumericalstudybasedonawakeoscillatormodelwasconductedtodeterminetheresponseperformanceofvortex-inducedvibration(VIV)onalongflexiblecylinderwithpinned-pinnedboundaryconditionssubjectedtolinearandexponentialshearflows.Thecouplingequationsofastructuralvibrationmodelandwakeoscillatormodelweresolvedusingastandardcentralfinitedifferencemethodofthesecondorder.TheVIVresponsecharacteristicsincludingthestructuraldisplacement,structuralfrequency,structuralwavenumber,standingwavebehavior,travellingwavebehavior,structuralvelocity,liftforcecoefficientandtransferredenergyfromthefluidtothestructurewithdifferentflowprofileswerecompared.ThenumericalresultsshowthattheVIVdisplacementisacombinationofstandingwavesandtravellingwaves.Forlinearshearflow,standingwavesandtravellingwavesdominatetheVIVresponsewithinthelow-velocityandhigh-velocityzones,respectively.Thenegativevaluesofthetransferredenergyonlyoccurwithinthelow-velocityzone.However,forexponentialshearflow,travellingwavesdominatetheVIVresponseandthenegativeenergyoccursalongtheentirelengthofthecylinder.

简介：Amodelbasedonthedatafromforcedvibrationexperimentsisdevelopedforpredictingthevortex-inducedvibrations(VIV)ofelasticallymountedcircularcylindersinflow.Theassumptionsforfreeandforcedvibrationtestsareexploredbriefly.Energyequilibriumistakenintoaccounttosetuptherelationshipbetweenthedynamicresponseofself-excitedoscillationsandtheforcecoefficientsfromforcedvibrationexperiments.Thegapbetweenthesetwocasesisbridgedstraightforwardlywithcarefultreatmentofkeyparameters.Givenreducedmassmandmaterialdampingratioζofanelasticallymountedcircularcylinderinflow,theresponsecharacteristicssuchasamplitude,frequency,lock-inrange,addedmasscoefficient,cross-flowfluidforceandthecorrespondingphaseanglecanbepredictedallatonce.InstanceswithdifferentcombinationofreducedmassandmaterialdampingratioarecomparedtoinvestigatetheireffectsonVIV.Thehysteresisphenomenoncanbeinterpretedreasonably.ThepredictionsandtheresultsfromrecentexperimentscarriedoutbyWilliamson'sgroupareinrathergoodagreement.

简介：-Withtherapiddevelopmentoftheoffshoreoilindustries,submarineoil/gaspipelineshavebeenwidelyused.Underthecomplicatedsubmarineenvironmentalconditions,thedynamiccharacteristicsofpipelinesshowsomenewfeaturesduetotheexistenceofbothinternalandexternalflows.Thepaperisintendedtoinvestigatethevortex-inducedvibrationofthesuspendedpipelinespanexposedtosubmarinesteadyflow.Especially,theeffectsoftheflowinsidethepipelinearetakenintoaccount.Itsinfluencesontheamplitudeofpipelineresponse,andthenonthefatiguelife,aregivenintermsofthevelocityoftheinternalflow.

简介：ANonlinearFluidDamping(NFD)intheformofthesquare-velocityisappliedintheresponseanalysisofVortex-InducedVibrations(VIV).Itsnonlinearhydrodynamiceffectsonthecoupledwakeandstructureoscillatorsareinvestigated.AcomparisonbetweenthecoupledsystemswiththelinearandnonlinearfluiddampingsandexperimentsshowsthattheNFDmodelcanwelldescriberesponsecharacteristics,suchastheamplificationofbodydisplacementatlock-inandfrequencylock-in,bothathighandlowmassratios.Particularly,thepredictedpeakamplitudeofthebodyintheGriffinplotisingoodagreementwithexperimentaldataandempiricalequation,indicatingthesignificanteffectoftheNFDonthestructuremotion.

简介：Anumericalsimulationandanexperimentalstudyonvortex-inducedmotion(VIM)ofanewtypeofdeepdraftmulti-columnsfloatingdrillingproduction,storageandoffloading(FDPSO)arepresentedinthispaper.Themaindimension,thespecialvariablecross-sectioncolumnandthecabinarrangementoftheoctagonalpontoonareintroducedbasedontheresult.Thenumericalsimulationisadaptedtostudytheeffectsofcurrentincidenceanglesandreducedvelocitiesonthisplatform'sswaymotionresponse.The300mwaterdepthequivalenttruncatedmooringsystemisadoptedforthemodeltests.Themodeltestsarecarriedouttocheckthereliabilityofnumericalsimulation.Theresultsconsistofsurge,swayandyawmotions,aswellasmotiontrajectories.Themaximumswayamplitudesfordifferenttypesofoffshoreplatformisalsostudied.Themainresultsshowthatthepeakfrequenciesofswaymotionunderdifferentcurrentincidenceanglesandreducedvelocitiesvaryaroundthenaturalfrequency.TheanalysisresultofflowfieldindicatesthatthechangeofdistributionofvortexinverticalpresentssignificantinfluencesontheVIMofplatform.ThetrendofswayamplituderatiocurveofthisnewtypeFDPSOdiffersfromtheothertypesofplatform.Under45°currentincidenceangle,theswayamplitudeofthisnewtypeofFDPSOismuchsmallerthanthoseofothertypesofoffshoreplatformat4.4≤Vr≤8.9.Thetypical'8'shapetrajectorydoesnotappearintheplatform'smotiontrajectories.

简介：ItiswellknownthattheReynoldsnumberhasasignificanteffectonthevortex-inducedvibrations(VIV)ofcylinders.Inthispaper,anovelin-line(IL)andcross-flow(CF)couplingVIVpredictionmodelforcircularcylindershasbeenproposed,inwhichtheinfluenceoftheReynoldsnumberwascomprehensivelyconsidered.TheStrouhalnumberlinkedwiththevortexsheddingfrequencywascalculatedthroughafunctionoftheReynoldsnumber.ThecoefficientofthemeandragforcewasfittedasanewpiecewisefunctionoftheReynoldsnumber,anditsamplificationresultedfromtheCFVIVwasalsotakenintoaccount.TheoscillatingdragandliftforcesweremodelledwithclassicalvanderPolwakeoscillatorsandtheirempiricalparametersweredeterminedbasedonthelock-inboundariesandthepeak-amplitudeformulas.Anewpeak-amplitudeformulafortheILVIVwasdevelopedundertheresonanceconditionwithrespecttothemass-dampingratioandtheReynoldsnumber.Whencomparedwiththeresultsfromtheexperimentsandsomeotherpredictionmodels,thepresentmodelcouldgivegoodestimationsonthevibrationamplitudesandfrequenciesoftheVIVbothforelastically-mountedrigidandlongflexiblecylinders.ThepresentmodelconsideringtheinfluenceoftheReynoldsnumbercouldgenerallyprovidebetterresultsthanthatneglectingtheeffectoftheReynoldsnumber.

简介：Inthiswork,westudythecoupledcross-flowandin-linevortex-inducedvibration(VIV)ofafixedlymountedflexiblepipe,whichisfreetomoveincross-flow(Y-)andin-line(X-)directioninafluidflowwherethemassandnaturalfrequenciesarepreciselythesameinbothX-andY-direction.Thefluidspeedvariesfromlowtohighwiththecorrespondingvortexsheddingfrequencyvaryingfrombelowthefirstnaturalfrequencytoabovethesecondnaturalfrequencyoftheflexiblepipe.Particularemphasiswasplacedontheinvestigationoftherelationshipbetweenin-lineandcross-flowvibration.Theexperimentalresultsanalyzedbyusingthesemeasurementsexhibitsseveralvaluablefeatures.

简介：Anexperimentalstudyonabareflexiblecylinderaswellascylindersfittedwithtwotypesofcross-sectionedhelicalstrakeswascarriedoutinatowingtank.Themainpurposeofthispaperistoinvestigatetheeffectsofstrakes'crosssectiononthevortex-inducedvibrations(VIV)suppressionofaflexiblecylinder.Thesquare-sectionedandroundsectionedhelicalstrakeswereselectedintheexperimentaltests.Theuniformcurrentwasgeneratedbytowingthecylindermodelsalongthetankusingatowingcarriage.TheReynoldsnumberwasintherangeof800–16000.Thestrainresponsesweremeasuredbythestraingagesincross-flow(CF)andin-line(IL)directions.Amodalanalysismethodwasadoptedtoobtainthedisplacementresponsesusingthestrainsignalsindifferentmeasurementpositions.Thecomparisonoftheexperimentalresultsamongthebarecylinder,square-sectionedstrakedcylinderandroundsectionedstrakedcylinderwasperformed.Thehelicalstrakescaneffectivelyreducethestrainamplitude,displacementamplitude,responsefrequenciesanddominantmodesofaflexiblecylinderexcitedbyVIV.Andthemeandragcoefficientsofstrakedcylinderswereapproximatelyconsistentwitheachother.Inaddition,thesquaresectionedandround-sectionedstrakesnearlysharethesimilarVIVreductionbehaviors.Sometimes,thestrakeswithround-sectionrepresentmoreexcellenteffectsontheVIVsuppressionofresponsefrequencythanthosewithsquaresection.

简介：Wepresentastudyofthenonlinearcouplinginternalresonancefortheheaverollandpitchperformanceofasparplatformunderthewaveandvortex-inducedloadswhentheratioofthefrequenciesofheave,rollandpitchareapproximately2:1:1.Inconsiderationofvaryingwetsurface,thethreeDOFsnonlinearcoupledequationsareestablishedforthesparplatformundertheeffectofthefirst-orderwaveloadsintheheaveandpitch,andvortexinducedloadsintheroll.Byutilizingthemethodofmulti-scaleswhenthevortex-inducedfrequencyisclosetothenaturalrollfrequency,thefirst-orderperturbationsolutionisobtainedanalyticallyandfurthervalidatedbythenumericalintegration.Sensitivityanalysisisperformedtounderstandtheinfluenceofthedampingandtheinternaldetuningparameter.Twocaseswithinternalresonanceareshown.Thefirstcaseisthatnosaturationphenomenonexistsundersmallvortex-inducedloads.Thefirstorderperturbationsolutionillustratesthatonlythevortex-inducedfrequencymotioninrollandthesuper-harmonicfrequencymotioninheaveareexcited.Thesecondcaseisthatthevortex-inducedloadsarelargeenoughtoexcitethepitchandasaturationphenomenonintheheavemodefollows.Theresultsshowthatthereisnosteadyresponseoccurrenceforsomecases.Forthesecaseschaosoccursandlargeamplitudesresponsecanbeinducedbythevortex-inducedexcitation.

简介：ThisarticlepresentstheresultsofanumericalsimulationonthevortexinducedvibrationofvariousfinnedcylindersatlowReynoldsnumber.Thenon-dimensional,incompressibleNavier-Stokesequationsandcontinuityequationwereadoptedtosimulatethefluidaroundthecylinder.Thecylinder(withorwithoutfins)influidflowwasapproximatedasamass-springsystem.Thefluid-bodyinteractionofthecylinderwithfinsanduniformflowwasnumericallysimulatedbyapplyingthedisplacementandstressiterativecomputationonthefluid-bodyinterfaces.Bothvortexstructuresandresponseamplitudesofcylinderswithvariousarrangementsoffinswereanalyzedanddiscussed.TheremarkabledecreaseofresponseamplitudefortheadditionsofTriangle60finsandQuadrangle45finswasfoundtobecomparablewiththatofbarecylinder.However,theadditionsofTriangle00finsandQuadrangle00finsenhancetheresponseamplitudegreatly.Despitetheassumptionoftwo-dimensionallaminarflow,thepresentstudycangiveagoodinsightintothephenomenaofcylinderswithvariousarrangementsoffins.

简介：因为免费表面旋涡吸收的空气在抽的系统上导致噪音，颤动，和成穴腐蚀，免费表面旋涡控制在一个泵池系统是重要的。在这研究，在泵吸入的免费表面旋涡和空气吸收的变化被部分(VOF)方法的体积与稳定的多相的流动模型一起调查了以便确切代表免费表面旋涡的行为。同类的免费表面模型被用来使用空气和水的相互作用。结果证明由免费表面旋涡运动的空气吸入能用空气体积部分的iso表面被设想。旋涡用免费表面做空气列到泵吸入。另外，免费表面旋涡能被安装窗帘墙控制，这被发现。

简介：Wakestructuresandvortexinducedvibration(VIV)ofaspring-supportedwide-D-sectioncylinderwereexperimentallyinvestigatedusinganX-wire,anovelphase-lockedparticleimagevelocimetry(PIV),andanaccelerationsensoratalowspeedwindtunnel.Comparedwiththefixedcase,the2P(twopair)vortexmodeasdefinedbyGovardhanandWilliamson(2000)ratherthanS(singlevortex)modeexistsinthewake.Thevelocitydeficitbehindthecylinderismuchlargerthanthatoffixedcase.Themeandragcoefficientincreasesfrom1.42forthefixedcaseto1.64forthevibratingcase.TheReynoldsstresspresentsevendistributionandsmallwithincreaseddistanceofX/D=-2toX/D=-10.Thepowerspectradensitybasedonacceleratorandhotwiredatapresentsahighlightidentical.Itshowsthatafterastronginteractionthecylindervibrationandthevortexsheddingcometoastablestate.Thevortexsheddingistotallylockedonandcontrolledbythecylindervibration.

简介：Shape-inducedphasetransitionofvortexdomainstructures(VDSs)inBaTiO_3(BT)nanodotsunderopencircuitboundaryconditionhavebeeninvestigatedusinganeffectiveHamiltonianmethod.OurcalculationindicatesthetetragonalVDSmissingincubicBTnanodotscanbeinducedbyvaryingtheshapeofananodotfromcubetoplatelet.Interestingly,anovelVDSisfoundinBTnanoplateletsinoursimulations.Furtherinvestigationshowsthatitisaresultofcompromisebetweenthegroundstateandthesymmetryoftheshapeofthenanodot.Furthermore,basedonthenovelVDS,routesofcontrollingVDSsgovernedbyhomogeneouselectricfieldanduniformstressarediscussed.Inparticular,ourresultsshowthepossibilityofdesigningmulti-statesdevicesbasedonasingleVDS.

简介：Thebarotropicandbaroclinicdisturbancesaxisymmetrizedbythebarotropicbasicvortexareexaminedinanidealizedmodelingframeworkconsistingoftwolayers.UsingaWentzel-Kramers-Brillouinapproach,theradialpropagationofabaroclinicdisturbanceisshowntobeslowerthanabarotropicdisturbance,resultinginaslowerlinearaxisymmetrizationforbaroclinicdisturbances.Theslower-propagatingbaroclinicwavesalsocausemorebaroclinicasymmetrickineticenergytobetransferreddirectlytothebarotropicsymmetricvortexthanfrombarotropicdisturbances,resultinginafasteraxisymmetrizationprocessinthenonlinearbaroclinicwavecasethaninthenonlinearbarotropicwavecase.

简介：Theeffectofbaroclinicityonvortexaxisymmetrizationisexaminedwithinatwo-layerdynamicalmodel.Threebasicstatevorticesareconstructedwithvaryingdegreesofbaroclinicity:(i)barotropic,(ii)weakbaroclinic,and(iii)strongbaroclinic.Thelinearandnonlinearevolutionofwavenumber-2baroclinicdisturbancesareexaminedineachofthethreebasicstatevortices.TheresultsshowthattheradialpropagatingspeedofthevortexRossbywaveatthelowerlevelislargerwiththestrongerbaroclinicity,resultinginafasterlinearaxisymmetrizationprocessinthestrongerbaroclinicvortex.Itisfoundthatthenonlinearaxisymmetrizationprocesstakesthelongesttimeinthestrongestbaroclinicvortexamongthethreedifferentbasicvorticesduetotheweakerkineticenergytransferfromasymmetrictosymmetriccirculationsatthelowerlevel.Amajorfindinginthisstudyisthatthesameinitialasymmetricperturbationcanhavedifferenteffectsonsymmetricvorticesdependingontheinitialvortexbaroclinicity.Innumericalweatherpredictionmodels,thisimpliesthatthereexistsasensitivityofthesubsequentstructuralandintensitychangesolelyduetothespecificationoftheinitialverticalshearofthetropicalcyclonevortex.

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