Strengthening and Repair of Reinforced Concrete Beams Using External Steel Plates

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dc.contributor.authorAykac, Sabahattin
dc.contributor.authorKalkan, Ilker
dc.contributor.authorAykac, Bengi
dc.contributor.authorKarahan, Servet
dc.contributor.authorKayar, Sinan
dc.date.accessioned2020-06-25T18:07:16Z
dc.date.available2020-06-25T18:07:16Z
dc.date.issued2013
dc.departmentKırıkkale Üniversitesi
dc.description.abstractThe study presents the results of an experimental program aimed at investigating the flexural behavior of externally plated RC beams. A total of 13 full-scale rectangular RC beams were tested. The effects on the behavior of the plate thickness, the anchorage of the plate to the beam through anchor bolts or side plates (collars), and the use of perforated plates instead of solid ones were investigated. The experiments indicated that the beam ductility increases as the plate thickness decreases, and the anchorage of the plate to the beam through bolts or collars proves to be an efficient method for preventing the premature plate peeling failure and achieving sufficient ductility in beams strengthened with thick solid plates. Anchor bolts had adverse effects on the ductilities of the beams with thin plates, and the use of perforated steel plates was found to be an efficient method for increasing the ductility of a strengthened beam. The beams repaired with perforated plates anchored to the beam with collars had load-carrying capacities close to those of the undamaged beams. (C) 2013 American Society of Civil Engineers.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0000714
dc.identifier.endpage939en_US
dc.identifier.issn0733-9445
dc.identifier.issn1943-541X
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-84877960735
dc.identifier.scopusqualityQ1
dc.identifier.startpage929en_US
dc.identifier.urihttps://doi.org/10.1061/(ASCE)ST.1943-541X.0000714
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5529
dc.identifier.volume139en_US
dc.identifier.wosWOS:000318881600007
dc.identifier.wosqualityQ1
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.subjectRehabilitationen_US
dc.subjectDuctilityen_US
dc.subjectFlexural strengthen_US
dc.subjectSteel platesen_US
dc.subjectAnchoragesen_US
dc.subjectConcrete beamsen_US
dc.titleStrengthening and Repair of Reinforced Concrete Beams Using External Steel Platesen_US
dc.typeArticle

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