Effect of rebar arrangements on the structural behavior of RC folded plates manufactured from hybrid steel fiber-reinforced SCC

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dc.authoridKatlav, Metin/0000-0001-9093-7195
dc.authoridTURK, KAZIM/0000-0002-6314-9465
dc.authorwosidKatlav, Metin/HSF-7829-2023
dc.contributor.authorTurk, Kazim
dc.contributor.authorKatlav, Metin
dc.contributor.authorTurgut, Paki
dc.date.accessioned2024-08-04T20:55:02Z
dc.date.available2024-08-04T20:55:02Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this paper, for the first time in the literature, the effect of different rebar arrangements on the structural behavior of reinforced concrete (RC) folded plates was investigated. For this purpose, RC folded plate specimens having various rebar arrangements fabricated from high-strength hybrid steel fiber-reinforced self-compacting concrete (HSFR-SCC) were tested by subjecting them to four-point bending loading. Then, the structural behavior properties of RC folded plates, such as crack patterns, failure mode, load-midspan displacement relationship, flexural stiffness, ductility, load-strain behavior, and moment-curvature response, were compared and thoroughly assessed. According to the experimental results, different rebar arrangements except for the detailing of transverse rebar induced the RC folded plates to exhibit a combined plate/beam-slab movement behavior, which resulted in higher load-carrying capacity. Notably, it can be said that the detailing of 90-degree hooked steel was generally more effective on the structural behavior of RC folded plates. In addition, the use of hybrid steel fiber instead of transverse rebar provided resistance against shear stresses at the joints and prevented the plates from separating. This application, in constructing the RC folded plates, can reduce labor costs, increase costeffectiveness, and shorten erection time. Therefore, it is obvious that the use of hybrid steel fiber as an alternative to the detailing of transverse rebar for the construction of RC folded plates will ensure some advantages. In conclusion, it is thought that the findings of the study can provide important guidance on the rebar arrangement of RC folded plates in structural engineering applications for structural engineers and designers.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkiye [MAG-121M024]; Scientific Research Projects Committee of Inonu University [FYL-2020-2298]en_US
dc.description.sponsorshipThis study was financed by the Scientific and Technological Research Council of Turkiye (Project No.: MAG-121M024) and the Scientific Research Projects Committee of Inonu University (Project No.: FYL-2020-2298) . The authors thank both institutions for their financial support.en_US
dc.identifier.doi10.1016/j.jobe.2024.108680
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85183929504en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2024.108680
dc.identifier.urihttps://hdl.handle.net/11616/101795
dc.identifier.volume84en_US
dc.identifier.wosWOS:001176781700001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectStructural behavioren_US
dc.subjectReinforced concrete folded platesen_US
dc.subjectRebar arrangementsen_US
dc.subjectHybrid steel fiber-reinforced self-compactingen_US
dc.subjectconcreteen_US
dc.titleEffect of rebar arrangements on the structural behavior of RC folded plates manufactured from hybrid steel fiber-reinforced SCCen_US
dc.typeArticleen_US

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