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

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dc.authoridBASSURUCU, Mahmut/0000-0001-7465-5286
dc.authoridTURK, KAZIM/0000-0002-6314-9465
dc.contributor.authorBassurucu, Mahmut
dc.contributor.authorTurk, Kazim
dc.contributor.authorTurgut, Paki
dc.date.accessioned2024-08-04T20:54:37Z
dc.date.available2024-08-04T20:54:37Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
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.en_US
dc.description.sponsorshipScientific Research Projects Committee of Inonu University [FDK-2019-1974]en_US
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.en_US
dc.identifier.doi10.1016/j.jobe.2023.107555
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85167782515en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2023.107555
dc.identifier.urihttps://hdl.handle.net/11616/101514
dc.identifier.volume77en_US
dc.identifier.wosWOS:001095915300001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFlat-slab systemen_US
dc.subjectPunching strengthen_US
dc.subjectHybrid fiberen_US
dc.subjectSelf-compacting concreteen_US
dc.subjectShear studen_US
dc.titleThe effect of hybrid fiber and shear stud on the punching performance of flat-slab systemsen_US
dc.typeArticleen_US

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