Behavior of Postfabricated RC Beams under Monotonic Transverse Loading

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dc.contributor.authorAykac, Sabahattin
dc.contributor.authorJamal, Rohullah
dc.contributor.authorOzbek, Eray
dc.contributor.authorKalkan, Ilker
dc.contributor.authorAykac, Bengi
dc.date.accessioned2020-06-25T18:34:42Z
dc.date.available2020-06-25T18:34:42Z
dc.date.issued2019
dc.departmentKırıkkale Üniversitesi
dc.description.abstractPostfabricated beams, that is, newly constructed beams in an existing structural system, provide an effective remedial solution to the serviceability and strength problems in an existing floor system and the discontinuities and irregularities in the seismic-force-resisting system of a structure, mostly caused by design and construction errors or intended omissions of certain members. The purpose of this study is to develop new techniques for postfabrication of these beams and connecting the postfabricated beams to the existing columns and slab. In this respect, an experimental study was planned and a total of 16half-scale specimens, including 3 monolithic (slab, columns, and beams cast monolithically) specimens and 13 specimens with postfabricated beams, were tested under monotonic vertical loads. The longitudinal reinforcement ratio of the postfabricated beam and the connection techniques of the postfabricated beam to the surrounding columns and slab constituted the test parameters. The tests indicated that the specimens with postfabricated beams were able to reach the strength and behavior of the monolithic specimens.en_US
dc.identifier.citationclosedAccesseng_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002220
dc.identifier.issn0733-9445
dc.identifier.issn1943-541X
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85055036629
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1061/(ASCE)ST.1943-541X.0002220
dc.identifier.urihttps://hdl.handle.net/20.500.12587/8003
dc.identifier.volume145en_US
dc.identifier.wosWOS:000450404900006
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAsce-Amer Soc Civil Engineersen_US
dc.relation.ispartofJournal Of Structural Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDuctilityen_US
dc.subjectBeam-column connectionen_US
dc.subjectBeam-slab connectionen_US
dc.subjectMonolithical behavioren_US
dc.subjectConcrete beamen_US
dc.titleBehavior of Postfabricated RC Beams under Monotonic Transverse Loadingen_US
dc.typeArticle

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