Behavior of FRP-Confined Normal- and High-Strength Concrete under Cyclic Axial Compression

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dc.contributor.authorOzbakkaloglu, Togay
dc.contributor.authorAkin, Emre
dc.date.accessioned2020-03-26T18:24:05Z
dc.date.available2020-03-26T18:24:05Z
dc.date.issued2012
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractAn important application of fiber-reinforced polymer (FRP) composites is as a confining material for concrete, both in the seismic retrofit of existing reinforced concrete columns and in the construction of concrete-filled FRP tubes as earthquake-resistant columns in new construction. The reliable design of these structural members against earthquake-induced forces necessitates a clear understanding of the stress-strain behavior of FRP-confined concrete under load cycles. This paper presents the results of an experimental study on the behavior of FRP-confined normal-and high-strength concrete under axial compression. A total of 24 aramid and carbon FRP-confined concrete cylinders with different concrete strengths and FRP jacket thicknesses were tested under monotonic and cyclic loading. Examination of the test results has led to a number of significant conclusions in regards to both the trend and ultimate condition of the axial stress-strain behavior of FRP-confined concrete. These results are presented, and a discussion is provided on the influence of the main test parameters in the observed behaviors. The results are also compared with two existing cyclic axial stress-strain models for FRP-confined concrete. DOI: 10.1061/(ASCE)CC.1943-5614.0000273. (C) 2012 American Society of Civil Engineers.en_US
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000273en_US
dc.identifier.endpage463en_US
dc.identifier.issn1090-0268en_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage451en_US
dc.identifier.urihttps://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000273
dc.identifier.urihttps://hdl.handle.net/20.500.12395/27785
dc.identifier.volume16en_US
dc.identifier.wosWOS:000312664600009en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherASCE-AMER SOC CIVIL ENGINEERSen_US
dc.relation.ispartofJOURNAL OF COMPOSITES FOR CONSTRUCTIONen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectFiber-reinforced polymersen_US
dc.subjectConcreteen_US
dc.subjectHigh-strength concreteen_US
dc.subjectConfinementen_US
dc.subjectCyclic loadingen_US
dc.subjectStress-strain behavioren_US
dc.titleBehavior of FRP-Confined Normal- and High-Strength Concrete under Cyclic Axial Compressionen_US
dc.typeArticleen_US

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