Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/5609
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Almeshal, İbrahim | - |
dc.contributor.author | Özkılıç, Yasin Onuralp | - |
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Karalar, Memduh | - |
dc.contributor.author | Alharthai, Mohammad | - |
dc.date.accessioned | 2024-06-01T08:58:12Z | - |
dc.date.available | 2024-06-01T08:58:12Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 1464-4177 | - |
dc.identifier.issn | 1751-7648 | - |
dc.identifier.uri | https://doi.org/10.1002/suco.202300600 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/5609 | - |
dc.description.abstract | The sustainable utility of industrial waste and by-products is crucial to reduce environmental impact. Particularly relevant for the cement and concrete industry, where recycling and utilization of industrial waste can help to replace normal concrete and promote stable growth. One such waste material is aluminum computer numerical control waste (ALCNCW). This study investigated the performance of reinforced concrete beams incorporated with ALCNCW. It was decided to use the effects of the ALCNCW ratio and the proportion of longitudinal reinforcement as parameters. A total of 12 reinforced concrete beams were cast and tested with varying levels of lower reinforcement ratios (0.0125, 0.0074, and 0.0032) and ALCNCW ratios (1%, 2%, and 3% by weight), in addition to a control beam. The load-carrying capacity, failure mode, crack patterns, ductility, and serviceability were analyzed. The findings of the experiments demonstrated that the cracking and bending effects of reinforced concrete beams were different depending on the quantity of tension reinforcement and ALCNCW that was used. The results indicate that adding 1% or 2% of ALCNCW to concrete beams has a negligible effect on the load capacity. However, the ductility of the beams was adversely affected. Nevertheless, adding ALCNCW to the concrete mix can still be implemented with a specific ratio. Finally, all 12 beams met the serviceability limit state requirements. | en_US |
dc.description.sponsorship | Najran University [NU/RCP/SERC/12/3]; Deanship of Scientific Research under supervision of the Science and Engineering Research Center at Najran University | en_US |
dc.description.sponsorship | The authors are thankful to the Deanship of Scientific Research under supervision of the Science and Engineering Research Center at Najran University for funding this work under the research centers funding program with grant (NU/RCP/SERC/12/3). | en_US |
dc.language.iso | en | en_US |
dc.publisher | Ernst & Sohn | en_US |
dc.relation.ispartof | Structural Concrete | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | aluminum waste | en_US |
dc.subject | ductility | en_US |
dc.subject | green concrete | en_US |
dc.subject | reinforced concrete beam | en_US |
dc.subject | serviceability | en_US |
dc.subject | Tensile Reinforcement | en_US |
dc.subject | Behavior | en_US |
dc.subject | Performance | en_US |
dc.title | Ductility and strength of reinforced concrete beams strengthened with aluminum CNC waste | en_US |
dc.type | Article | en_US |
dc.type | Article; Early Access | en_US |
dc.identifier.doi | 10.1002/suco.202300600 | - |
dc.identifier.scopus | 2-s2.0-85190973731 | en_US |
dc.department | KTÜN | en_US |
dc.identifier.wos | WOS:001203427700001 | en_US |
dc.institutionauthor | Özkılıç, Yasin Onuralp | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 57210195560 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 35176015100 | - |
dc.authorscopusid | 57226136502 | - |
item.fulltext | No Fulltext | - |
item.openairetype | Article | - |
item.openairetype | Article; Early Access | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | none | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections |
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