简介:Thelargedesignfreedomofvariable-stiffness(VS)compositematerialpresupposesitspotentialforwideengineeringapplication.PreviousresearchindicatesthatthedesignofVScylindricalstructureshelpstoincreasethebucklingloadascomparedtoquasi-isotropic(QI)cylindricalstructures.Thispaperfocusesontheanti-bucklingperformanceofVScylindricalstructuresundercombinedloadsandtheefficientoptimizationdesignmethod.Twokindsofconditions,bendingmomentandinternalpressure,andbendingmomentandtorqueareconsidered.Influencesofthegeometricaldefects,ovality,onthecylinder'sperformancesarealsoinvestigated.Toincreasethecomputationalefficiency,anadaptiveKrigingmeta-modelisproposedtoapproximatethestructuralresponseofthecylinders.InthisimprovedKrigingmodel,amixedupdatingruleisusedinconstructingthemeta-model.Ageneticalgorithm(GA)isimplementedintheoptimizationdesign.TheoptimalresultsshowthatthebucklingloadofVScylindersinallcasesisgreatlyincreasedascomparedwithaQIcylinder.
简介:一台创新可变僵硬设备基于数字模拟被建议并且调查。设备,叫了一个合拢的可变僵硬弹簧(FVSS),能广泛地被使用,特别在有适应僵硬的调节集体dampers(TMD)。FVSS的一个重要特征是它的能力通过在它的支持之间的距离的一个小面值硬币改变在更低、上面的界限之间的僵硬。这个特殊特征在更短的时间间隔导致更低的时间落后错误和重新调整。设备的管理方程与类似的元素为对称的FVSS被导出并且简化。这台设备然后被用来控制single-degree-of-freedom(SDOF)象multi-degree-of-freedom(MDOF)一样的结构经由半活跃的TMD的结构。数字模拟被进行为这些结构比较几个控制案例。使它更现实主义,有它的自己的限制的一台真实直接当前的马达没有限制除了一个理想的控制案例被模仿,两个都,结果被比较。建议设备能有效地被用来压制结构的不受欢迎的颤动并且更加与一台被动设备相比改进控制器的表演,这被显示出。
简介:Inthisletter,acomparisonbetweenthreetypes(twolinearandonenonlinear)ofmodelsofskeletalmusclestiffnessisshown.ResultsarecomparedwithexperimentaldataforbicepsbrachiiinthecaseofmusclestretchingandwiththeHillequationforabiologicalmuscle.Itisshownthatresultsfornonlinearstiffnessmodelincaseoflength-forcerelationshipfitstotheexperimentaldata.
简介:Inthispaper,twoirreversibleexothermicautocatalyticreactionswhichcarryoutincontinuousstirredtankreactor(CSTR)areconsidered.Adifferential-algebraicsystemisappliedtomodelthesechemicalreactions.Thestabilityandthedynamicbehaviorarestudiedforthedifferential-algebraicsystem.TheHopfbifurcationappearswhentheparameterexceedsacriticalvalue.Inordertoeliminatethiscomplexbehavior,thedifferential-algebraicsystemisdescribedbyasingle-inputandsingle-outputsystemwithparametervaryingwithindefiniteintervals,andthenvariablestructurecontrolwithslidingmodebasedonaspecialpowerreachinglawisdesignedtostabilizethischemicalsystem.Numericalsimulationsaregiventoillustratetheeffectivenessofthemethod.
简介:为了与僵硬学习负担转移机制和混合堆积的适用的能力,核心(MPSC)被插入预制增强的具体堆积(PRCP)形成,在原处测试与不同长度,直径,水水泥比率和PRCP包含MPSC,水泥混合了堆积,并且钻洞堆积,被执行。限制适用的能力,负担解决曲线和MPSC的压力分发,混合堆积被获得。在水泥土壤和PRCP之间的负担转移被有限元素方法分析(女性)。测试结果和女性的分析证明MPSC充分从从外部顶装进转移内部水泥的PRCP的混合堆积和高压缩强度玷污的水泥利用了大磨擦,并且那插入进混合堆积的PRCP改变混合堆积的压力分发并且改进在混合堆积和土壤之间的摩擦抵抗。长度和MPSC的节区域onPRCP两个都有最佳价值。采用MPSC在改进软土壤地面的适用的能力是有效的。
简介:Apreconditioningmethodforthefiniteelementstiffnessmatrixisgiveninthispaper.Thetriangulationisrefinedinasubregion;thepreconditioningprocessiscomposedofresolutionoftworegularsubproblems;theconditionnumberofthepreconditionedmatrixisO(1+logH/h),whereHandharemeshsizesoftheunrefinedandlocalrefinedtriangulationsrespectively.
简介:Contact-impactprocessesoccuratmostcasesinmultibodysystems.Sub-periodsandsub-regionalmethodsarefrequentlyusedrecently,anddifferentcoordinatesareintroducedinbothoftheapproaches.However,thesub-regionalmethodseemstobemoreeffective.Floatingframeofreferenceformulationiswidelyusedforcontacttreatment,whichdescribesdisplacementsbytherigidbodymotionandasmallsuperposeddeformation,andthecoordinatesdepictingthedeformationincludefiniteelementnodalcoordinatesandmodalcoordinates,theformerdealswiththecontact/impactregion,andthelaterdescribesthenon-contactregion.Inthispaper,freeinterfacesubstructuremethodisusedinmodeling,andthedynamicequationofasinglebodyisderived.Then,usingtheLagrangeequationofthefirstkind,thedynamicequationsofmultibodysystemsareestablished.Furthermore,contact-impactareasaretreatedthroughadditionalconstraintequationsandLagrangemultipliers.Usingsuchapproach,thenumberofsystemcoordinatesandthedimensionsofmassmatrixaresignificantlyreducedwiththemodaltruncation,thereforebothoftheefficiencyandaccuracyareguaranteed.Finiteelementmethodinthelocalcontactregioncandealwithcontact/impactbetweenarbitrarilycomplexinterfaces,whereas,additionalcontactconstraintsusedinthenodaldescriptionregioncanavoidthecustomizedparametersthatareusedinthecontinuousforcemodel.
简介:Large-scalewindturbinegeneratorsystemshavestrongnonlinearmultivariablecharacteristicswithmanyuncertainfactorsanddisturbances.Automaticcontroliscrucialfortheefficiencyandreliabilityofwindturbines.Onthebasisofsimplifiedandpropermodelofvariablespeedvariablepitchwindturbines,theeffectivewindspeedisestimatedusingextendedKalmanfilter.Intelligentcontrolschemesproposedinthepaperincludetwoloopswhichoperateinsynchronismwitheachother.Atbelow-ratedwindspeed,theinnerloopadoptsadaptivefuzzycontrolbasedonvariableuniverseforgeneratortorqueregulationtorealizemaximumwindenergycapture.Atabove-ratedwindspeed,acontrollerbasedonleastsquaresupportvectormachineisproposedtoadjustpitchangleandkeepratedoutputpower.Thesimulationshowstheeffectivenessoftheintelligentcontrol.
简介:加框的的结构通常是有石工技术墙的infilled。他们可以在僵硬和力量引起重要增加,减少变丑需求并且增加系统的精力驱散能力。在另一方面,石工技术面板的不规则的安排可以在一些区域导致损坏的集中,与否定效果;例如软的故事机制并且砍在短列的失败。因此,填入墙的存在不应该被忽视,特别在中等、高的seismicity的区域。到这个目的,简单模型为稳固的填入墙是可得到的,例如斜没有紧张神气模型,当有洞的infilled框架足够地没被调查时。在这研究,infilled框架的力量和僵硬上的洞的效果借助于大约150试验性、数字的测试被调查。包含的主要参数被识别,在填入考虑洞的一个简单模型被开发并且由不同研究人员与另外的模型相比求婚了。模型,基于力量和僵硬减小因素的使用,考虑在洞附近增强元素的开的尺寸和存在。建议减小因素的一个应用程序的一个例子也被举。
简介:Thedynamicdeformationofharmonicvibrationisusedastheshapefunctionsofthefiniteannularplateelement.andsomeintegrationdifficultiesrelatedtotheBessel’sfunctionsaresolvedinthispaper.Thenthedynamicstiffnessmatrixofthefiniteannularplateelementisestablishedinclosedformandcheckedbythedirectstiffnessmethod.Thepaperhasgivenwideconveragefordecomposingthedynamicmatrixintothepowerseriesoffrequencysquare.Byutilizingtheaxialsymmetryofannular,themodeswithdifferentnumbersofnodaldiametersareseparatelytreatedThussometerseandcompleteresultsareobtainedasthe.foundationofstructuralcharacteristicanalysisanddynamicresponsecomputation.
简介:Thestiffnessandstrengthofextracellular(EC)regionofcadherinareproposedtobetwoimportantmechanicalpropertiesbothforcadherinasamechanotransductorandfortheformationofcell-celladhesion.Inthisstudy,wequantitativelycharacterizedthestiffnessandstrengthofECstructurewhenitbindswithdifferenttypesofionsbymoleculardynamicssimulations.ResultsshowthatECstructureexhibitsarod-likeshapewithhighstiffnessandstrengthwhenitbindswiththebivalentionsofcalciumormagnesium.However,itswitchestoasoftandcollapsedconformationwhenitbindswiththemonovalentionsofsodiumorpotassium.ThisstudyshedslightontheimportantroleofthebivalentionsofcalciuminthephysiologicalfunctionofEC.
简介:Theuseofoscillatingflexiblefinsinpropulsionhasbeenthesubjectofseveralstudiesinrecentyears,butattentionisrarelypaidtothespecificroleofstiffnessprofileinthrustproduction.Stiffnessprofileisdefinedasthevariationinlocalchordwisebendingstiffness(EI)ofafin,fromleadingtotrailingedge.Inthisstudy,flexiblefinswithastandardNACA0012shapeweretestedalongsidefinswithastiffnessprofilemimickingthatofaPumpkinseedSunfish(Lepomisgibbosus).Thefinswereoscillatedwithapitchingsinusoidalmotionoverarangeoffrequenciesandamplitudes,whiletorque,lateralforceandstaticthrustweremeasured.Overtherangeofoscillationparameterstested,itwasshownthatthefinwithabiomimeticstiffnessprofileofferedasignificantimprovementinstaticthrust,comparedtoafinofsimilardimensionswithastandardNACA0012aerofoilprofile.Thebiomimeticfinalsoproducedthrustmoreconsistentlyovereachoscillationcycle.Acomparisonoffinmaterialsofdifferentstiffnessshowedthattheimprovementwasduetothestiffnessprofileitself,andwasnotsimplyaneffectofalteringtheoverallstiffnessofthefin.Finsofthesamestiffnessprofilewereobservedtofollowthesamethrust-powercurve,independentofthestiffnessofthemouldingmaterial.Biomimeticfinswereshowntoproduceupto26%greaterthrustperwattofinputpower,withintheexperimentalrange.
简介:Westudythebucklingofaonefibercompositewhosematrixstifnessisslightlydependentonthecompressiveforce.Weshowthattheequilibriumcurvesofthesystemexhibitalimitloadwhentheinducedstifnessparametergetsbiggerthanathreshold.Thislimitloadincreaseswhenthestifnessparameterisincreasinganditisrelatedtoapossiblelocalizedpathinthepost-bucklingdomain.Suchachangeinthemaximumloadmaybeverydesirablefromastructuralstandpoint.