简介:Single-gritgrindingofa2.5Dwovencompositewasinvestigatedbythefinite-elementmethod(FEM)usingaunit-cellmodel.Accordingtoourhypotheses,theaxisofthewarpyarnwasasinusoidalcurveandthecrosssectionoftheweftyarnwasshapedlikeabiconvexlens.AVUMATsubroutinewasusedtoconstructtheconstitutivemodelofthe2.5Dwovencomposite.ThegrindingprocessofthecompositewasanalyzedusinganFEMsimulationwiththeABAQUS/Explicitsoftware.Avalidationexperimentwasalsocarriedout.Thesimulationresultsshowedthatagrindingcrackwaswellsimulated.Furthermore,thejunctionsbetweenthewarpyarnandweftyarnwerefoundtobeseriouslydamagedandcrackswereobservedtoextendoutwardalongthewarpfiberduringgrinding,ingoodagreementwiththeexperimentalresults.Inaddition,thestrainofweftyarnswasobviouslygreaterthanthatofwarpyarnswhenthegrindingdirectionwasperpendiculartotheweftyarnsandparalleltotheaxisofthewarpyarns.Theseresultsdemonstratethatthemesostructurestronglyinfluencesthegrindingdamageinflictedonwovencomposites.
简介:Thewide-shallowcompositebucketfoundation(WSCBF)isanewtypeofoffshorewindpowerfoundationthatcanbebuiltonlandandrapidlyinstalledoffshore,therebyeffectivelyreducingtheconstructiontimeandcostsofoffshorewindpowerfoundation.Inthisstudy,thehorizontalbearingcapacityiscalculatedbyfiniteelementsimulationandcomparedwithtestresultstoverifythevalidityofresults.Inthisprocess,theverticalloadandbendingloadarerespectivelycalculatedbythefiniteelementsimulation.Undertheverticalloadeffect,thebucketfoundationandthesoilinsideareregardedasawhole,andthecorrespondingbucklingfailuremodeisobtained.Theultimateverticalbearingcapacityiscalculatedusingempiricalandtheoreticalformulas;thetheoreticalformulaisalsorevisedbyfiniteelementresults.Underbendingload,therotationalcenterofthecompositebucketfoundation(inaregionclosetothebucketbottom)graduallymovesfromtheleftofthecentralaxis(reversetoloadingdirection)tothenearbycompartmentboardsalongtheloadingdirection.TheH–Menvelopelineshowsalinearrelationship,anditisdeterminedthattheverticalandbendingultimatebearingcapacitiescanbeimprovedbyanappropriateverticalload.
简介:Thefollowingarticlepublishedonlineat10July2017,DOI:10.1007/s12209-017-0075-9,hasbeenretractedbyagreementbetweentheauthorsandthejournal'seditors.Theretractionisduetoduplicatepublication,fig.1,2,3,4,6,7,12,14,15,table1,2,3,4,5,6inthepaperhadalreadybeenpublishedinSteelandCompositeStructures,Vol21,no1.Theonlineversionofthisarticlecontainsthefulltextoftheretractedarticleaselectronicsupplementarymaterial.