Yayın:
CONTRIBUTION OF CONCRETE TO SHEAR STRENGTH OF RC BEAMS FAILING IN SHEAR

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dc.contributor.authorArslan, Guray
dc.contributor.authorPolat, Zekeriya
dc.contributor.institutionauthorARSLAN, Güray
dc.date.accessioned2026-06-27T13:19:58Z
dc.date.issued2013
dc.description.abstractReinforced concrete (RC) beams with light transverse reinforcement are vulnerable to shear failure during seismic response. In order to prevent brittle shear failures at beam plastic hinge regions of earthquake-resistant structures, the Turkish Earthquake Code and ACI318 require the use of sufficient transverse reinforcement to resist the total expected shear demand. These codes tend to be excessively conservative and, in some cases, the contribution of the concrete to the shear strength is neglected. The aim of this study is to investigate the contribution of concrete to shear strength of RC beams failing in shear experimentally. The beams were tested under monotonically increasing reversed cyclic loading to determine the concrete contribution to shear strength. It is observed that the concrete contribution to the shear strength at ultimate state ranges from 18% to 69% of the ultimate strength.en
dc.description.sponsorshipYildiz Technical University, Turkey [24-05-01-02]
dc.description.urihttps://doi.org/10.3846/13923730.2012.757560
dc.identifier.doi10.3846/13923730.2012.757560
dc.identifier.endpage408
dc.identifier.issn1392-3730
dc.identifier.issue3
dc.identifier.startpage400
dc.identifier.urihttps://hdl.handle.net/20.500.14981/51913
dc.identifier.volume19
dc.identifier.wos000320510500007
dc.language.isoeng
dc.publisherVILNIUS GEDIMINAS TECH UNIV
dc.relation.ispartofJOURNAL OF CIVIL ENGINEERING AND MANAGEMENT
dc.rightsopenAccess
dc.subjectreinforced concrete
dc.subjectbeam
dc.subjectdegradation
dc.subjectshear failure
dc.subjecttransverse reinforcement
dc.subjectcyclic loading
dc.subjectFLEXURE INTERACTION
dc.subjectSEISMIC SHEAR
dc.subjectCOLUMNS
dc.subjectCAPACITY
dc.subjectMODEL
dc.subjectDETERIORATION
dc.subjectEngineering
dc.titleCONTRIBUTION OF CONCRETE TO SHEAR STRENGTH OF RC BEAMS FAILING IN SHEAR
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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