Mechanical behavior in terms of shear and bending performance of reinforced concrete beam using waste fire clay as replacement of aggregate

Basit Öğe Kaydı
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorBasaran, Bogachan
dc.contributor.authorAksoylu, Ceyhun
dc.contributor.authorKaralar, Memduh
dc.contributor.authorMartins, Carlos Humberto
dc.date.accessioned2024-02-23T14:02:39Z
dc.date.available2024-02-23T14:02:39Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractIn this experimental and analytical study, waste fire clay (WFC) was consumed by the use of replacing fine aggregate (FA) in confident amounts. It is targeted to remove the current sustainable complications by confirming the consumption of WFC in reinforced concrete beams (RCBs) as raw materials. For this purpose, FAs were partially replaced with WFC in proportions of 0 %, 10 %, 20 %, and 30 %. Based on this motivation, a series of experimental studies were performed on 12 + 12 small-scale bending and shear RCBs of 100x150x1000mm, considering altered WFC and stirrup spacing. While the percentage of WFC in the RCBs was selected as 0 %, 10 %, 20 %, and 30 % by weight, correspondingly, the longitudinal reinforcement was taken into account as Phi 12, Phi 10, Phi 8. Besides, while the longitudinal tension and compression reinforcements of constant 2 Phi 12 and 2 Phi 6, the stirrup spacing was chosen as 160 mm, 200 mm, and 270 mm. As a result of the study, increasing the tensile reinforcement ratio has made the WFC less effective. Similarly, as stirrup spacing decreases, stirrup dominates the behavior, and as stirrup spacing increases, WFC determines the behavior. Finally, while the WFC content for bending RCBs increases the ability at the maximum level for the range of 20 % 30 %, it can be said that the optimum WFC content for shear RCBs is 20 %. The experimental results were obtained with the prediction of ACI-318 and the reason for the difference between the expected and actual values can be explained in detail.en_US
dc.description.sponsorshipConselho Nacional de Desenvolvimento Cientifico e Tecnologico (CNPq) [408498/2022-6]en_US
dc.description.sponsorshipThis study had support by the Conselho Nacional de Desenvolvimento Cientifico e Tecnologico (CNPq), Project n. 408498/2022-6, Brazil.en_US
dc.identifier.doi10.1016/j.cscm.2023.e02104
dc.identifier.issn2214-5095
dc.identifier.scopus2-s2.0-85153681358en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2023.e02104
dc.identifier.urihttps://hdl.handle.net/20.500.12452/11794
dc.identifier.volume18en_US
dc.identifier.wosWOS:001125091300001en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofCase Studies In Construction Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectRecycleden_US
dc.subjectWasteen_US
dc.subjectBeamen_US
dc.subjectReinforced Concreteen_US
dc.subjectShearen_US
dc.subjectBendingen_US
dc.subjectFlexuralen_US
dc.subjectFire Clayen_US
dc.subjectAggregateen_US
dc.subjectAci 318en_US
dc.titleMechanical behavior in terms of shear and bending performance of reinforced concrete beam using waste fire clay as replacement of aggregateen_US
dc.typeArticleen_US

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