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圆形CFRP-钢复合管海水海砂珊瑚混凝土柱轴压性能试验研究 Title:ExperimentalInvestigationonAxialCompressionPerformanceofCircularCFRP-SteelCompositePipeFilledwithSeawater,SeaSand,andCoralConcreteColumns Abstract: Compositematerialshavegainedsignificantattentionintheconstructionindustryduetotheirsuperiorstrengthanddurability.Inthisstudy,theaxialcompressionperformanceofcircularcarbonfiber-reinforcedpolymer(CFRP)-steelcompositepipesfilledwithseawater,seasand,andcoralconcretecolumnswasinvestigated.Acomprehensiveexperimentalprogramwasconductedtoevaluatethemechanicalpropertiesandbehaviorofthecompositecolumnsunderdifferentloadingconditions.TheresultsdemonstratedthepotentialofusingCFRP-steelcompositepipesfilledwithseawater,seasand,andcoralconcreteasasustainableandeffectivesolutioninmarinestructures. Introduction: Thedeteriorationoftraditionalreinforcedconcretestructuresinaggressivemarineenvironmentsnecessitatesthedevelopmentofadvancedmaterialsandtechnologies.CarbonFiber-ReinforcedPolymer(CFRP)compositematerialshavebeenwidelyusedtoenhancethestructuralperformanceofvariouselementsduetotheirhighstrength,corrosionresistance,andlightweightproperties.ThisstudyfocusesonexploringtheuseofcircularCFRP-steelcompositepipesfilledwithseawater,seasand,andcoralconcreteasanalternativesolutionformarineapplications. ExperimentalSetup: TheexperimentalprograminvolvedmanufacturingcompositecolumnswithvaryingcompositionsofCFRP-steelpipesandfillingmaterials.ThecircularCFRP-steelcompositepipeswerepreparedbywrappingmultiplelayersofCFRPsheetsaroundsteelpipes,ensuringgoodadhesionbetweenthetwomaterials.Thecolumnsweresubsequentlyfilledwithamixtureofseawater,seasand,andcoralconcrete.Thetestspecimenswerethensubjectedtoaxialcompressionloadinguntilfailure.Load-displacementcurveswererecordedduringtheteststoanalyzethebehaviorofthecompositecolumns. ResultsandDiscussion: Theexperimentalresultsrevealedthattheaxialcompressionperformanceofthecompositecolumnswassignificantlyimprovedcomparedtotraditionalreinforcedconcretecolumns.ThecombinationofC

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