Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/3179
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Karalar, Memduh | - |
dc.contributor.author | Özkilic, Yasin Onuralp | - |
dc.contributor.author | Deifalla, Ahmed Farouk | - |
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Arslan, Musa Hakan | - |
dc.contributor.author | Ahmad, Mahmood | - |
dc.contributor.author | Sabri, Mohanad Muayad Sabri | - |
dc.date.accessioned | 2022-11-28T16:54:45Z | - |
dc.date.available | 2022-11-28T16:54:45Z | - |
dc.date.issued | 2022 | - |
dc.identifier.issn | 2071-1050 | - |
dc.identifier.uri | https://doi.org/10.3390/su141912660 | - |
dc.identifier.uri | https://doi.org/10.3390/su141912660 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/3179 | - |
dc.description.abstract | In this study, the impacts of different proportions of tension reinforcement and waste lathe scraps on the failure and bending behavior of reinforced concrete beams (RCBs) are clearly detected considering empirical tests. Firstly, material strength and consistency test and then 1/2 scaled beam test have been carried out. For this purpose, a total of 12 specimens were produced in the laboratory and then tested to examine the failure mechanism under flexure. Two variables have been selected in creating text matrix. These are the longitudinal tension reinforcement ratio in beams (three different level) and volumetric ratio of waste lathe scraps (four different level: 0%, 1%, 2% and 3%). The produced simply supported beams were subjected to a two-point bending test. To prevent shear failure, sufficient stirrups have been used. Thus, a change in the bending behavior was observed during each test. With the addition of 1%, 2% and 3% waste lathe scraps, compressive strength escalated by 11.2%, 21.7% and 32.5%, respectively, compared to concrete without waste. According to slump test results, as the waste lathe scraps proportion in the concrete mixture is increased, the concrete consistency diminishes. Apart from the material tests, the following results were obtained from the tests performed on the beams. It is detected that with the addition of lathe waste, the mechanical features of beams improved. It is observed that different proportions of tension reinforcement and waste lathe scraps had different failure and bending impacts on the RCBs. While there was no significant change in stiffness and strength, ductility increased considerably with the addition of lathe waste. | en_US |
dc.description.sponsorship | Ministry of Science and Higher Education of the Russian Federation [075-15-2021-1333] | en_US |
dc.description.sponsorship | 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 September 2021). | en_US |
dc.language.iso | en | en_US |
dc.publisher | MDPI | en_US |
dc.relation.ispartof | Sustainability | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | reinforced concrete | en_US |
dc.subject | beam | en_US |
dc.subject | lathe waste | en_US |
dc.subject | recycled | en_US |
dc.subject | scrap | en_US |
dc.subject | steel | en_US |
dc.subject | fiber | en_US |
dc.title | Improvement in Bending Performance of Reinforced Concrete Beams Produced with Waste Lathe Scraps | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3390/su141912660 | - |
dc.identifier.scopus | 2-s2.0-85139905534 | en_US |
dc.department | Fakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.authorid | Sabri, Mohanad/0000-0003-3154-8207 | - |
dc.authorid | Özkılıç, Yasin Onuralp/0000-0001-9354-4784 | - |
dc.authorid | KARALAR, MEMDUH/0000-0002-4595-8971 | - |
dc.authorid | deifalla, ahmed/0000-0003-1758-3743 | - |
dc.authorid | Aksoylu, Ceyhun/0000-0002-1574-4251 | - |
dc.authorwosid | Sabri, Mohanad/ABD-2048-2021 | - |
dc.authorwosid | Özkılıç, Yasin Onuralp/AAA-9279-2019 | - |
dc.identifier.volume | 14 | en_US |
dc.identifier.issue | 19 | en_US |
dc.identifier.wos | WOS:000867208100001 | en_US |
dc.institutionauthor | Aksoylu, Ceyhun | - |
dc.institutionauthor | Arslan, Musa Hakan | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.authorscopusid | 35176015100 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 36088893600 | - |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 11940766700 | - |
dc.authorscopusid | 56531227300 | - |
dc.authorscopusid | 57205074229 | - |
dc.identifier.scopusquality | Q1 | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
item.cerifentitytype | Publications | - |
item.openairetype | Article | - |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
crisitem.author.dept | 02.02. Department of Civil Engineering | - |
Appears in Collections: | Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
sustainability-14-12660-v2.pdf | 52.36 MB | Adobe PDF | View/Open | |
sustainability-14-12660-v2.pdf | 52.36 MB | Adobe PDF | View/Open |
CORE Recommender
SCOPUSTM
Citations
3
checked on Apr 20, 2024
WEB OF SCIENCETM
Citations
64
checked on Apr 20, 2024
Page view(s)
64
checked on Apr 22, 2024
Download(s)
42
checked on Apr 22, 2024
Google ScholarTM
Check
Altmetric
Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.