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《Finite Element Analysis of sustainable and deconstructable semi-rigid beam-tocolumn可连续解构半刚性梁柱的有限元分析 组合节点》由会员上传分享，免费在线阅读，更多相关内容在学术论文-天天文库。
1、ICCM2014th28-30July,Cambridge,EnglandFiniteElementAnalysisofsustainableanddeconstructablesemi-rigidbeam-to-columncompositejoints12*AbdolrezaAtaei,MarkA.Bradford1,2CentreforInfrastructureEngineering&Safety,SchoolofCivil&EnvironmentalEngineering,UNSWAustralia,Sydney,NSW2052,Australi
2、aCorrespondingauthor:a.ataei@unsw.edu.auInthispaper,aninnovativesustainablesemi-rigidbeam-to-columncompositejointwithdeconstructableboltedshearconnectorsismodelledbyusingthegeneralpurposesoftwareABAQUS.Thestructuralmechanicsofthisjointconsideredinthepaperrequirescarefulconsiderati
3、on,inordertocapturetheresponseaccuratelyusingcomputationaltechniquesastheinteractionsofthevariouscomponentsiscomplex.Threelaboratorytestspecimenshavingsustainableanddeconstructablesemi-rigidbeam-to-columnjointshavebeentestedandtheresultsareusedforvalidationofthefiniteelementmodel.
4、Precast“greenconcrete”(GC)slabshavingreducedCO2emissionsduringtheirmanufacturewereattachedcompositelytothesteelbeamviapre-tensionedboltedshearconnectors,withthecompositebeambeingconnectedtoH-sectioncolumnsusingaflushendplatewithtworowsofbolts.Theexperimentaltestingwasfull-sized,wi
5、thallthecomponentsbeingofthesamesizeaswouldbemetinpractice.Thenumericalmodelsimulatesthecompositebeam-to-columnconnectionunderhoggingmomentandincludesthenon-linearmaterialpropertiesofallconstitutivematerialsofthecompositejoint.Forvalidationofthecomputationalprocedure,theresultsoft
6、henumericalmodellingarecomparedinthepaperwiththeexperimentalresults,withgoodagreementbeingdemonstrated.Keywords:FEmodelling,Semi-rigidcompositejoint,deconstructablility,Precast,ConnectionsIntroductionThetraditionalflushendplatesemi-rigidcompositeconnectionisoneofthebestchoicesforc
7、onnectingacompositebeamtoacolumn.Thiskindofconnectionhasseveraladvantagessuchasitseaseofconstructionaswellasbeingeconomicalcomparedtoarigidconnection.Apartfromthesebenefits,therigidityinthisconnectioncanallowforadequatemomentdistributionintheframes.Thesecompositeconnectionshavehig
8、herinitialstiffnessandmomentcapac
