简介:稳固的氧化物燃料房间(SOFC)为海洋的力量系统作为一种有效、干净的其他的选择被识别了。这份报纸在在海洋的操作情形之上基于的SOFC力量系统和它的表演的动态建模上强调。一个SOFC力量系统模型就热力学、电气化学的反应机制而言被提供了。锂离子电池,力量调节单位,栈结构和控制器的子部件集成于模型。系统的动态反应根据它的子部件和控制器的惯性被识别。以稳定的状态和运输时期的整个系统模拟的确认被介绍,有关thermo惯性,控制策略和航海的环境的效果。模拟结果显示出合理精确性与实验室测试作比较。模型能被用来预言一个SOFC力量系统的性能并且当部件参数的部分被调整时,识别系统反应。
简介:-AringmodelisdevelopedtoinvestigatetheultimatestrengthoftubularXandXXjointsinthecasethatthebraceiscompressed.Inthepresentanalysis,thetubularjointismadeofelasto-perfectly-plasticmaterial,andthearchelementofthechordsectionintersectingwiththebraceisassumedtoberigid.Itisfoundthatwhen6plastichingesforXjointand8plastichingesTorXXjointappearinthering,thelimitstateisreached,andbymeansoftheequivalentringwidthBeformulaproposedinapreviouspaperbytheauthors,theultimatestrengthoftubularXandXXjointssubjectedtocompressioncanbeobtained.
简介:Shakingtabletestsofa1:10scalearchmodelperformedtoinvestigatetheseismicbehaviorandresistanceofconcretefilledsteeltubular(CFT)archstructuresaredescribedinthispaper.TheEl-CentrorecordandShanghaiartificialwavewereadoptedastheinputexcitation.Theentiretestprocesscanbedividedintothreestagesdependingonthelateralbraceconfigurations,i.e.,fully(five)braced,twobracesremoved,andallbracesremoved.Atotalof46tests,startingfromtheelasticstatetofailurecondition,havebeenconducted.Thenaturalvibrationfrequencies,responsesofacceleration,displacementandstrainweremeasured.Fromthetestresults,itisdemonstratedthattheCFTarchstructuresarecapableofresistingseveregroundmotionsandthatCFTarchesofferacrediblealternativetoreinforcedconcretearches,especiallyinregionsofhighseismicintensity.
简介:-Theshearfailureofarigid-plasticdentedclampedtubularbeamunderthelateralimpactofamassisinvestigated.Boththedentingandtheimpactpointareinthemiddlespanofthebeam.Itisassumedthatdentingdoesnotspreadduringtheshearsliding.Numericalresultsshowthattheaxialforceandlateraldeflectionofthebeamareverysmallatthemomentoftheoccurenceofshearfailure,whichmeansthatthefinitedeformationeffectcanbeneglectedintheshearfailureanalysis.Also,someaspectsoftheinitialimpactenergyareinvestigated.
简介:Reconstructionofabsorptioncoefficientμ_aandscatteringcoefficientμ_aisveryimportantforapplicationsofdiffuseopticaltomographyandnearinfraredspectroscopy.Aimingattheearlycancerdetectionofcervixandstomach,wepresentafastinverseMonte-Carloschemeforextractingμ_aandμ_sofatubulartissuefromthemeasurementonfrequencydomain.Resultsshowthatthecomputationtimeforreconstructingonesetofμ_aandμ_sislessthan1minandtherelativeerrorsinreconstructionarelessthan±10%fortheopticalpropertiesofnormalcervicaltissueandprecancerouslesions.
简介:Inordertoreducehighcalibrationpressureinhydroformingofcomponentswithtoosmallradii,amethodwasproposedtomanufactureautomotivehollowcomponentswithrectangularshapebyrelativelylowerpressure.Theprocessissimulatedandanalyzed.Itisthoughtthatthefrictionforcebetweenthediesurfaceandtubeisamainreasonthathighpressureisneededtoformsmallradii.Usingthemethodproposedinthispaper,apetal-likesectionshapeisfirstpreformedsothatthecentralzonesofthefoursidesofthepreformsectiondonotcontactwiththediesides,thusthetubemetaliseasytoflowintothetransitionradiiareaincalibrationstage.Moreover,apositiveforcealongthesidesisproducedbytheinternalpressure,whichisbeneficialtoovercomethefrictionforceandpushthematerialintotheradii.Therefore,thepressureforformingthetransitionradiiisgreatlyreducedandthecomponentswithsmallradiicanbeformedwithrelativelylowerpressure.Fortheexperimentalcaseconductedinthispaper,theformingpressureisreducedbyabout28.6%thantheestimatedformingpressure.
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简介:ThecalculationofultimatebearingcapacityisasignificantissueinthedesignofConcreteFilledSteelTubular(CFST)archbridges.Basedonthespacebeamtheory,thispaperprovidesacalculationmethodfordeterminingtheultimatestrengthofCFSTstructures.Theaccuracyofthismethodandtheapplicabilityofthestress-strainrelationshipswerevalidatedbycomparingdifferentexistingconfinedconcreteuniaxialconstitutiverelationshipsandexperimentalresults.Comparisonoftheseresultsindicatedthatthismethodusingtheconfinedconcreteuniaxialstress-strainrelationshipscanbeusedtocalculatetheultimatestrengthandCFSTbehaviorwithsatisfactoryaccuracy.Thecalculationresultsarestableandseldomaffectedbyconcreteconstitutiverelationships.Themethodisthereforevaluableinthepracticeofengineeringdesign.Finally,theultimatestrengthofanarchbridgewithspanof330mwasinvestigatedbytheproposedmethodandthenonlinearbehaviorwasdiscussed.
简介:Thegasdynamicandelectromagneticfactorsaffectingthepositionofarcrootsinatubulararcheaterareanalyzed.Magnitudesofthevariousfactorsareestimatedthroughnumericalmodelling,andtheoverallactiononthearcassessed.Itisfoundthattheactionsonthearcintherearelectrodecanbebalancedinastablemannerandthearcrootcanbestabilizedatacertainaxialposition.Inthefrontelectrode,thevariousfactorscannotbebalanced,andthearerootcanonlystaywithintheelectrodethroughthemechanismofrecurrentshunting.Theseconclusionsagreewithexperimentalobservations.
简介:Loalflexibilityoftubularjointshasimportanteffectonthestaticanddynamicbehaviourofoffshoreplatforms,therefore,thedeterminationofitbecomesanimportantresearchsubjectinthefieldofoffshoreengineering.Inthispaper,thelocalflexibilityofTY-typetubularjoints,whicharewidelyusedinoffshoreplatforms,iscalculatedbyusingsemi-analyticalmethod.Basedonthecalculatedresults,parametricformulaeforevaluatingelementinthelocaljointflexibilitymatrixofTY-typetubularjointsarederivedbyregression.AtestonPVCmodelsofTY-typetubularjointstomeasurethelocaljointflexibilityisalsoreported.Acomparisonoftheresultscalculatedfromtheparametricformulaepresentedinthispaperwiththosemeasuredfromthemodeltestshowsthattheparametricformulaearereliable.Itisrecommendedthattheseformulaebeusedintheglobalstructuralanalysisofoffshoreplatforms.
简介:Peripheralnerveinjuries(PNI)areamajorclinicalproblem.Ingeneral,PNIresultsfrommotorvehicleaccidents,lacerationswithsharpobjects,penetratingtrauma(gunshotwounds)andstretchingorcrushingtraumaandfractures.ItisestimatedthatPNIoccurin2.8%oftraumapatientsandthisnumberreaches5%ifplexusandrootlesionsarein-
简介:ThebearingcapacityofFRPconfinedconcrete-filledsteeltubular(FRP-CFST)columnsunderaxialcompressionwasinvestigated.Thisnewtypeofcompositecolumnisacon-crete-filledsteeltube(CFST)confinedwithfiber-reinforcedpolymer(FRP)wraps.Totally11shortcolumnspecimensweretestedtofailureunderaxialcompression.TheinfluencesofthetypeandquantityofFRP,thethicknessofsteeltubeandtheconcretestrengthwerestudied.ItwasfoundthatthebearingcapacityofshortFRP-CFSTcolumnwasmuchhigherthanthatofcomparableCFSTcolumn.Furthermore,theformulasforcalculatingthebearingcapacityoftheFRP-CFSTcolumnsareproposed.Theanalyticalcalculatedresultsagreewellwiththeexperimentalresults.
简介:RandomfatigueofweldedK-typetubularjointssubjectedtoaxialorout-of-planebendingloadisanalyzed.Byconsideringthesizesofinitialsurfacecracksandmaterialconstantsasrandomvariableswithsomeprobabilisticdistributions,incorporatingtheeffectoftheweld,fivehundredrandomsamplesaregenerated.Statisticalcomputationalresultsoflifeofcrackpropagationandeffectofchangeofcrackshapearefinallyobtainedandcomparedwithexperimentaldataavailablebasedonaregressionanalysis.Meanwhile,crackpropagationbehaviorsarealsoinvestigated.
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简介:ThecausestotheoutersurfacefoldingdefectsinN80-Qoilcountrytubulargoods(OCTG)wereinvestigatedthroughtheobservationofthedefects’morphology,microstructureandtheanalysisofthechemicalcompositions.Itisbelievedthatthedefectwasresultedfromtheintrinsicflawsthatoriginallyexistedonthebillet;theywereextendedandoxidizedduringthefollowingreheatingandrollingprocesses.Withmorestrictqualitycontrolandinspectionofthebillet,thedefectcanbepreventedeffectivelyfromoccurring.