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1、ACISTRUCTURALJOURNALTECHNICALPAPERTitleno.98-S38Stress-StrainBehaviorofHigh-StrengthConcreteConfinedbyUltra-High-andNormal-StrengthTransverseReinforcementsbyLiBing,R.Park,andH.TanakaWhenhigh-strengthconcreteisusedforreinforcedconcretemem-reinforcementcaneffectivelyincreasetheduc
2、tilityofrein-berssubjectedtoseismicloading,itismoredifficulttoachieveforcedconcretecolumns.Ultra-high-strengthtransversere-ductilebehaviorofsuchmembersthanwhennormal-strengthcon-inforcementisespeciallyusedforcolumnswithhigh-creteisused.Inthispaper,anexperimentalstudyofanumberofs
3、trengthconcrete.quasi-staticaxialloadingtestsonhigh-strengthconcretespeci-mensconfinedbyvariousamountsoftransversereinforcementisdescribed.ThemainparameterswereconcretestrengthsrangingRESEARCHSIGNIFICANCEfrom35.2to82.5MPaandyieldstrengthofGrade430and1300Themostfundamentalissuein
4、predictingthebehavioroftransversereinforcement.Astress-strainrelationshipforconfinedreinforcedconcretemembersisthestress-strainbehaviorofhigh-strengthconcreteisproposedthatisfoundtogivereasonablytheconstituentmaterials.Concreteisusedtoresistcompres-goodpredictionoftheexperimenta
5、lbehaviorofcircularandsionanditsbehaviorincompressionisimportanttothede-squarespecimenswithhigh-strengthconcreteconfinedbyeithersigner.Ifthebehaviorofconcretesubjectedtouniaxialnormal-orultra-high-yield-strengthwithvariousconfigurations.compressionisknown,theflexuralbehaviorofre
6、inforcedAnempiricalformulafortheultimatelongitudinalstrainofcon-concretecanbeestimated.Theconfinementsteelrequire-finedhigh-strengthconcretecorrespondingtothefirsthooporspi-mentsfornormal-strengthconcretearereasonablywelles-ralfractureisalsoproposed.tablishedincurrentbuildingcod
7、es.Inrecentyears,thepossibleuseofhigh-strengthconcreteforbuildingscon-Keywords:column;confinementreinforcement;high-strengthconcrete;structedusingreinforcedconcretehasbeenconsidered.Re-strains;stresses;tests.searchfindingsforhigh-strengthconcrete,however,arerelativelyscarceinthe
8、literature.INTRODUCTIONReinforcedconcretebuildi