Flexural performance of FRP-reinforced concrete encased steel composite beams

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dc.authoriden_US
dc.contributor.authorKara, İlker Fatih
dc.date.accessioned2021-03-20T20:14:29Z
dc.date.available2021-03-20T20:14:29Z
dc.date.issued2016
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThis paper presents a numerical method for estimating the curvature, deflection and moment capacity of FRP-reinforced concrete encased steel composite beams (FRP-RCS). A sectional analysis is first carried out to predict the moment-curvature relationship from which beam deflection and moment capacity are then calculated. Comparisons between theoretical and experimental results of tests conducted elsewhere show that the proposed numerical technique can accurately predict moment capacity and deflection of FRP-RCS composite beam. The numerical results also indicated that beam ductility and stiffness are improved when encased steel is added to FRP reinforced concrete beams. ACI, ISIS and Bischoff models for deflection prediction compared well at low load, however, significantly underestimated the experimental results for high load levels.en_US
dc.identifier.doi10.12989/sem.2016.59.4.775en_US
dc.identifier.endpage793en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage775en_US
dc.identifier.urihttp://doi.org/10.12989/sem.2016.59.4.775
dc.identifier.urihttps://hdl.handle.net/20.500.12885/1061
dc.identifier.volume59en_US
dc.identifier.wosWOS:000380079000010en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKara, İlker Fatih
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering And Mechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectfiber reinforced polymersen_US
dc.subjectdeflectionen_US
dc.subjectductilityen_US
dc.subjectconcreteen_US
dc.subjectencased steel beamen_US
dc.titleFlexural performance of FRP-reinforced concrete encased steel composite beamsen_US
dc.typeArticleen_US

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