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圆不锈钢管混凝土短柱轴压承载力模型研究 Title:ResearchontheAxialCompressiveBearingCapacityModelofConcreteShortColumnsReinforcedwithStainlessSteelTubes Abstract: Thispaperinvestigatestheaxialcompressivebearingcapacityofconcreteshortcolumnsreinforcedwithstainlesssteeltubes.Theobjectiveistodevelopacomprehensivemodeltoaccuratelypredicttheload-carryingcapacityofsuchcolumns.Thestudyincludesareviewofrelevantliterature,experimentalinvestigations,andnumericalsimulations.Theresultsprovidevaluableinsightsintothebehaviorofstainlesssteeltube-reinforcedconcreteshortcolumnsunderaxialcompression.Theproposedmodelcontributestothedevelopmentofmoreefficientandsustainablestructuraldesignpractices. 1.Introduction Concreteshortcolumnsarewidelyusedinvariousstructuralsystemsduetotheirhighload-carryingcapacity.However,traditionalconcretecolumnsarepronetobrittlefailureduetotheirlowtensilestrengthandlimitedductility.Toaddresstheselimitations,varioustypesofreinforcementshavebeenintroduced,includingsteeltubes.Stainlesssteeltubes,inparticular,aregainingpopularityduetotheircorrosionresistanceandaestheticappeal.Thisstudyaimstoexploretheaxialcompressivebearingcapacityofconcreteshortcolumnsreinforcedwithstainlesssteeltubesandproposeareliablemodelfordesignpurposes. 2.LiteratureReview Thissectionpresentsacomprehensivereviewoftheexistingliteratureonthebehaviorofconcreteshortcolumnsreinforcedwithsteeltubes.Thefocusisonstudiesthatinvestigatetheeffectsofstainlesssteeltubesonthestructuralbehavior,loadcapacity,andfailuremodesofcolumns.Thereviewhighlightskeyfindingsandidentifiesgapsinthecurrentknowledge,whichthepresentstudyaimstoaddress. 3.ExperimentalInvestigations Aseriesofexperimentaltestswereconductedtoinvestigatetheaxialcompressivebehaviorofconcreteshortcolumnsreinforcedwithstainlesssteeltubes.Thetestspecimensweredesignedwithdifferentparameters,includingdiameter-to-thicknessratioofthestainlesssteeltube,concretestrength,axialloadlevel,andaspectratio.Thetestsmeasuredtheload-deformationresponse,ultimateloadcapacity,andfailurem