Performance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tire

dc.contributor.authorZeybek, Oezer
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorCelik, Ali Ihsan
dc.contributor.authorDeifalla, Ahmed Farouk
dc.contributor.authorAhmad, Mahmood
dc.contributor.authorSabri Sabri, Mohanad Muayad
dc.date.accessioned2024-02-23T14:34:57Z
dc.date.available2024-02-23T14:34:57Z
dc.date.issued2022
dc.departmentNEÜen_US
dc.description.abstractWith the increasing number of vehicles in the world, the amount of waste tires is increasing day by day. In this case, the disposal of expired tires will cause serious environmental problems. In recent years, instead of disposing of tire wastes, most of them have been started to be recycled to produce fiber-reinforced concrete. Thus, steel fibers recovered from waste tires have been preferred as an alternative to industrial steel fibers due to their environmentally friendly and low-cost advantages. In this study, an experimental study was carried out to explore the effect of fiber content on the fresh and hardened state of the concrete. To achieve this goal, compression, splitting tensile, and flexure tests were carried out to observe the performance of the concrete with tire-recycled steel fibers with the ratios of 1%, 2% and 3%. There is an improvement in the mechanical properties of the concrete with the increase of the volume fraction of the steel fiber. However, a significant reduction in workability was observed after the addition of 2% steel fibers. Therefore, it is recommended to utilize 2% tire-recycled steel fibers in practical applications. Furthermore, experimental results of concrete with tire-recycled steel fibers were collected from the literature and empirical equations based on these results were developed in order to predict the compressive and splitting tensile strengths.en_US
dc.description.sponsorshipMinistry of Science and Higher Education of the Russian Federation; [075-15-2021-1333]en_US
dc.description.sponsorshipFunding The research is partially funded by the Ministry of Science and Higher Education of the Russian Federation under the strategic academic leadership program Priority 2030 (Agreement 075-15-2021-1333 dated 30.09.2021).en_US
dc.identifier.doi10.3389/fmats.2022.1057128
dc.identifier.issn2296-8016
dc.identifier.scopus2-s2.0-85142701301en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.3389/fmats.2022.1057128
dc.identifier.urihttps://hdl.handle.net/20.500.12452/15827
dc.identifier.volume9en_US
dc.identifier.wosWOS:000911521300001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherFrontiers Media Saen_US
dc.relation.ispartofFrontiers In Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectWaste Tireen_US
dc.subjectRecycled Steel Fiberen_US
dc.subjectFiber-Reinforced Concreteen_US
dc.subjectCompressiveen_US
dc.subjectSplitting Tensileen_US
dc.subjectFlexuralen_US
dc.subjectMechanical Behavioren_US
dc.titlePerformance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tireen_US
dc.typeArticleen_US

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