Flexural Behavior and Strength of Reinforced Concrete Beams with Multiple Transverse Openings

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dc.contributor.authorAykac, Bengi
dc.contributor.authorAykac, Sabahattin
dc.contributor.authorKalkan, Ilker
dc.contributor.authorDundar, Berk
dc.contributor.authorCan, Husnu
dc.date.accessioned2020-06-25T18:12:18Z
dc.date.available2020-06-25T18:12:18Z
dc.date.issued2014
dc.departmentKırıkkale Üniversitesi
dc.description.abstractReported are the results of experiments on 10 rectangular reinforced concrete (RC) beams with and without multiple web openings. The effects of opening geometry, the-use of longitudinal stirrups in the posts between the openings, the use of diagonal reinforcement around openings, and the longitudinal reinforcement ratio on the flexural behavior of RC beams with openings were investigated. The stirrups in the posts were shown to have a significant contribution to the ductility of an RC beam with openings if no diagonal reinforcement is used. For the same reinforcement details, RC beams with circular openings were found to have higher load capacities and ductilities than beams with rectangular openings. The experiments indicated that the posts between the openings need to be prevented from undergoing shear failure to avoid Vierendeel truss action and allow a beam to develop its ductility and bending capacity.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.endpage277en_US
dc.identifier.issn0889-3241
dc.identifier.issn1944-7361
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-84907422420
dc.identifier.scopusqualityQ2
dc.identifier.startpage267en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5854
dc.identifier.volume111en_US
dc.identifier.wosWOS:000332817500004
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherAmer Concrete Insten_US
dc.relation.ispartofAci Structural Journal
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectdiagonal reinforcementen_US
dc.subjectplastic mechanismen_US
dc.subjectreinforced concrete beamen_US
dc.subjectshear failureen_US
dc.subjectshear reinforcementen_US
dc.subjectVierendeel trussen_US
dc.subjectweb crushing failureen_US
dc.subjectweb openingen_US
dc.titleFlexural Behavior and Strength of Reinforced Concrete Beams with Multiple Transverse Openingsen_US
dc.typeArticle

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