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AN EXPERIMENTAL STUDY ON THE SHEAR STRENGTH OF SFRC BEAMS WITHOUT STIRRUPS

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dc.contributor.authorArslan, Guray
dc.contributor.authorKeskin, Riza Secer Orkun
dc.contributor.authorUlusoy, Semih
dc.contributor.institutionauthorARSLAN, Güray
dc.date.accessioned2026-06-27T14:06:01Z
dc.date.issued2017
dc.description.abstractThe use of steel fibers in reinforced concrete (RC) stn stnictlral members aims at the improvement of mechanical properties of such members. This study focuses on shear strength characteristics of steel fiber reinforced concrete (SFRC) beams without stirrups. Test specimens consisting of three RC and ten SFRC beams without stirrups have been tested under three-point loading in order to investigate the effects of fiber content and shear span-to-effective depth ratio on the shear strength. Furthermore, an equation developed previously for predicting the ultimate shear strength of SFRC beams without stirrups is proposed to predict the diagonal cracking strength of SFRC beams without stirrups.en
dc.description.urihttps://doi.org/10.15632/jtam-p1.55.4.1205
dc.identifier.doi10.15632/jtam-p1.55.4.1205
dc.identifier.endpage1217
dc.identifier.issn1429-2955
dc.identifier.issue4
dc.identifier.startpage1205
dc.identifier.urihttps://hdl.handle.net/20.500.14981/56986
dc.identifier.volume55
dc.identifier.wos000413603400008
dc.language.isoeng
dc.publisherPOLISH SOC THEORETICAL & APPLIED MECHANICS
dc.relation.ispartofJOURNAL OF THEORETICAL AND APPLIED MECHANICS
dc.subjectsteel fiber
dc.subjectreinforced concrete
dc.subjectshear strength
dc.subjectbeam
dc.subjectFIBER-REINFORCED-CONCRETE
dc.subjectSTEEL FIBERS
dc.subjectRC BEAMS
dc.subjectSYNTHETIC-FIBERS
dc.subjectFIBROUS CONCRETE
dc.subjectSLENDER BEAMS
dc.subjectBEHAVIOR
dc.subjectSIZE
dc.subjectFAILURE
dc.subjectMechanics
dc.titleAN EXPERIMENTAL STUDY ON THE SHEAR STRENGTH OF SFRC BEAMS WITHOUT STIRRUPS
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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