Research into effect of hybrid steel fibers on the V-shaped RC folded plate thickness

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dc.authoridTurk, Kazim/0000-0002-6314-9465
dc.authoridKatlav, Metin/0000-0001-9093-7195
dc.authorwosidTurk, Kazim/AAB-7513-2019
dc.authorwosidKatlav, Metin/HSF-7829-2023
dc.contributor.authorKatlav, Metin
dc.contributor.authorTurk, Kazim
dc.contributor.authorTurgut, Paki
dc.date.accessioned2024-08-04T20:52:15Z
dc.date.available2024-08-04T20:52:15Z
dc.date.issued2022
dc.departmentİnönü Üniversitesien_US
dc.description.abstractFolded plates have been widely used in some structures, such as industrial buildings, hangar, storage, swimming pools etc., due to their natural stiffness and higher load bearing capacity as well as their economic advantage and aesthetic appearance. The thickness of the reinforced concrete (RC) folded plate is an important parameter in terms of its economic cost and load bearing capacity. The works performed on numerical solution of RC folded plates are enough in the literature although there is no any work related to its thickness effect on flexural behavior. In this work, the behavior of V-shaped RC folded plates having various thicknesses (60, 70 and 80 mm) produced from the self-compacting concrete (SCC) with/out steel fiber are experimentally investigated and developed the empirical formula. After 90-day curing period, full-scale V-shaped RC folded plates are subjected to four-point bending load. The load bearing capacity, load-displacement behavior, toughness and ductility values as well as cracking patterns of all V-shaped RC folded plate specimens are found. It is also seen from experimental results that the use of hybrid fiber reinforced SCC in production of V-shaped RC folded plates provides superior flexural behavior. It is addressed that the thickness of the V-shaped RC folded plates can be effectively reduced and its flexural performance is improved by using hybrid steel fibers. Also, a design method for the V-shaped RC folded plates with hybrid steel fibers is also proposed for estimating the nominal moment bearing capacity of V-shaped RC folded plates with some assumptions based on the ACI 544 procedure.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey [MAG- 121M024]; Inonu University scientific research project committee [FYL-2020-2298]en_US
dc.description.sponsorshipThis work was supported by the Scientific and Technological Research Council of Turkey 1002 rapid support program (MAG- 121M024) and the Inonu University scientific research project com- mittee (Project number: FYL-2020-2298) . Thank you for their financial support.en_US
dc.identifier.doi10.1016/j.istruc.2022.08.046
dc.identifier.endpage679en_US
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85135985926en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage665en_US
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2022.08.046
dc.identifier.urihttps://hdl.handle.net/11616/100846
dc.identifier.volume44en_US
dc.identifier.wosWOS:000848549100001en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Science Incen_US
dc.relation.ispartofStructuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHybrid steel fibersen_US
dc.subjectV-shaped RC folded plateen_US
dc.subjectPlate thicknessen_US
dc.subjectSCCen_US
dc.subjectShell structuresen_US
dc.subjectFlexural performanceen_US
dc.titleResearch into effect of hybrid steel fibers on the V-shaped RC folded plate thicknessen_US
dc.typeArticleen_US

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