Performance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tire
dc.contributor.author | Zeybek, Oezer | |
dc.contributor.author | Ozkilic, Yasin Onuralp | |
dc.contributor.author | Celik, Ali Ihsan | |
dc.contributor.author | Deifalla, Ahmed Farouk | |
dc.contributor.author | Ahmad, Mahmood | |
dc.contributor.author | Sabri Sabri, Mohanad Muayad | |
dc.date.accessioned | 2024-02-23T14:34:57Z | |
dc.date.available | 2024-02-23T14:34:57Z | |
dc.date.issued | 2022 | |
dc.department | NEÜ | en_US |
dc.description.abstract | With 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.sponsorship | Ministry of Science and Higher Education of the Russian Federation; [075-15-2021-1333] | en_US |
dc.description.sponsorship | Funding 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.doi | 10.3389/fmats.2022.1057128 | |
dc.identifier.issn | 2296-8016 | |
dc.identifier.scopus | 2-s2.0-85142701301 | en_US |
dc.identifier.scopusquality | Q2 | en_US |
dc.identifier.uri | https://doi.org/10.3389/fmats.2022.1057128 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12452/15827 | |
dc.identifier.volume | 9 | en_US |
dc.identifier.wos | WOS:000911521300001 | en_US |
dc.identifier.wosquality | Q3 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Frontiers Media Sa | en_US |
dc.relation.ispartof | Frontiers In Materials | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Waste Tire | en_US |
dc.subject | Recycled Steel Fiber | en_US |
dc.subject | Fiber-Reinforced Concrete | en_US |
dc.subject | Compressive | en_US |
dc.subject | Splitting Tensile | en_US |
dc.subject | Flexural | en_US |
dc.subject | Mechanical Behavior | en_US |
dc.title | Performance evaluation of fiber-reinforced concrete produced with steel fibers extracted from waste tire | en_US |
dc.type | Article | en_US |