The effect of hybrid fiber and shear stud on the punching performance of flat-slab systems

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dc.contributor.authorBassurucu, Mahmut
dc.contributor.authorTurk, Kazim
dc.contributor.authorTurgut, Paki
dc.date.accessioned2026-06-19T06:39:49Z
dc.date.available2026-06-19T06:39:49Z
dc.date.issued2023
dc.departmentMalatya Turgut Özal Üniversitesi
dc.description.abstractIn this paper, for the first time, the binary/ternary hybrid fiber and/or shear stud reinforcement as a measure was used to improve the punching performance of flat-slab systems by innovative selfcompacting concrete (SCC). Because in these slab systems, sudden and brittle punching failure can be seen due to application and design errors, early removal of formwork, changes in the purpose of use of the building, earthquakes, etc. Besides, numerous studies investigated the punching performance of the single fiber and/or shear stud reinforced flat-slab systems, but research into the measures of the hybrid fiber or the combined use of hybrid fiber and shear stud reinforcement, which were the variable parameters of this study, was quite lacking. For this purpose, the half-scale slab-column connection elements were produced from SCC containing different punching measures (binary/ternary hybrid and/or shear stud) and tested to investigate the punching performance of flat-slab systems. In conclusion, it was found that hybrid fiber reinforcement was the best punching measure to improve the punching performance of slabcolumn connection elements with/out shear stud. Besides, 3D graphs were drawn so that designers and researchers could estimate the punching strength and energy absorption capacity for flat-slab systems with/out shear stud based on the parameters of micro fiber type and total volume fraction. On the other hand, empirical formulas were developed to predict the punching strength of binary/ternary hybrid fiber reinforced flat-slab systems with/out shear stud by compressive strength, fiber reinforcement index, the slab useful height, and the punching perimeter parameters.
dc.description.sponsorshipScientific Research Projects Committee of Inonu University [FDK-2019-1974]
dc.description.sponsorshipFunding The financial support for this study was provided by Scientific Research Projects Committee of Inonu University, Turkiye (Project No: FDK-2019-1974) . Their support was gratefully acknowledged.
dc.identifier.doi10.1016/j.jobe.2023.107555
dc.identifier.issn2352-7102
dc.identifier.orcid0000-0001-7465-5286
dc.identifier.orcid0000-0002-6314-9465
dc.identifier.scopus2-s2.0-85167782515
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2023.107555
dc.identifier.urihttps://hdl.handle.net/20.500.12899/5810
dc.identifier.volume77
dc.identifier.wosWOS:001095915300001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier
dc.relation.ispartofJournal of Building Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20260612
dc.subjectFlat-Slab System
dc.subjectPunching Strength
dc.subjectHybrid Fiber
dc.subjectSelf-Compacting Concrete
dc.subjectShear Stud
dc.titleThe effect of hybrid fiber and shear stud on the punching performance of flat-slab systems
dc.typeArticle

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