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圆端形耐候钢管混凝土轴压短柱力学性能研究 Title:MechanicalPropertiesofConcreteShortColumnsReinforcedwithCircular-endWeatheringSteelTubes Abstract: Thispaperexploresthemechanicalperformanceofconcreteshortcolumnsreinforcedwithcircular-endweatheringsteeltubes.Theuseofweatheringsteeltubesasreinforcementinconcretestructuresofferstheadvantageofenhanceddurabilityandresistancetocorrosion.Theobjectiveofthisstudyistoinvestigatetheaxialcompressivebehaviorofconcreteshortcolumnswithcircular-endweatheringsteeltubesandprovideinsightsintotheirmechanicalproperties.Theexperimentalprogramincludedtestingaseriesofconcreteshortcolumnswithdifferentdimensionsandreinforcementarrangements.Theresultsrevealedthatthecircular-endweatheringsteeltubessignificantlyimprovedtheload-bearingcapacityandductilityoftheconcreteshortcolumns.Furthermore,thestudyinvestigatedtheeffectofdifferentfactorssuchasthesteel-to-concreteinterfacebond,concretestrength,andreinforcementarrangementonthemechanicalbehavioroftheshortcolumns.Thefindingsofthisresearchwillcontributetothedesignandconstructionofconcretestructuresreinforcedwithcircular-endweatheringsteeltubes. 1.Introduction -Background -Motivation -Objectives 2.LiteratureReview -Introductiontoweatheringsteeltubes -Previousstudiesonconcretecolumnsreinforcedwithweatheringsteeltubes -Mechanicalpropertiesofcircular-endweatheringsteeltubesinconcretestructures 3.ExperimentalProgram -Samplefabrication -Testsetupandinstrumentation -Variablesconsidered 4.ResultsandAnalysis -Load-displacementbehavioroftheconcreteshortcolumns -Ultimateloadandfailuremodes -Ductilityanddeformationcharacteristicsofthecolumns -Effectofsteel-to-concreteinterfacebondstrength -Effectofconcretestrength -Effectofreinforcementarrangement 5.Discussion -Comparisonofexperimentalresultswithexistingdesigncodes -Strengthsandlimitationsofcircular-endweatheringsteeltubesasreinforcement -Significanceofthefindingsinthecontextofcivilengineeringpractice 6.Conclusion -Summaryoftheresearchfindings -Implicationsfordesignandconstruction -