Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.13091/3676
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Karalar, Memduh | - |
dc.contributor.author | Özkılıç, Yasin Onuralp | - |
dc.contributor.author | Aksoylu, Ceyhun | - |
dc.contributor.author | Sabri, Mohanad Muayad Sabri | - |
dc.contributor.author | Beskopylny, Alexey N. | - |
dc.contributor.author | Stel'makh, Sergey A. | - |
dc.contributor.author | Shcherban, Evgenii M. | - |
dc.date.accessioned | 2023-03-03T13:32:25Z | - |
dc.date.available | 2023-03-03T13:32:25Z | - |
dc.date.issued | 2022 | - |
dc.identifier.issn | 2296-8016 | - |
dc.identifier.uri | https://doi.org/10.3389/fmats.2022.1068791 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.13091/3676 | - |
dc.description.abstract | The performance of waste marble powder as a partial replacement for cement is examined with the aim to achieve more sustainable concrete. Pursuant to this goal, a total of 15 specimens were manufactured and then tested to examine the bending behavior. The effects of longitudinal reinforcement ratio and waste marble powder ratio were selected as variables. The experimental results showed that different proportions of tension reinforcement and waste marble powder had different crack and bending impacts on reinforced concrete beams. As the waste marble powder amount in the concrete mixture is increased from 0% to 40%, it was detected that the crack type changes from a shear crack from to a flexural crack as the amount of waste marble powder increases in the mixing ratio. The experimental findings revealed that the waste marble powder can be successfully used as 10% of the partial replacement of cement. Increasing the waste marble powder ratio by more than 10% can significantly decrease the capacity of the beams, especially when longitudinal reinforcement ratio is high. The influence of waste marble as partial replacement on the capacity decreases as the longitudinal reinforcement ratio decreases. Therefore, 10%-20% marble waste can be utilized as a replacement for cement when the longitudinal reinforcement ratio is close to the balanced ratio and more than 20% waste marble ratio should be avoided for any cases. | 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.language.iso | en | en_US |
dc.publisher | Frontiers Media Sa | en_US |
dc.relation.ispartof | Frontiers In Materials | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | reinforced concrete | en_US |
dc.subject | beam | en_US |
dc.subject | waste | en_US |
dc.subject | marble powder | en_US |
dc.subject | recycled | en_US |
dc.subject | Cement | en_US |
dc.title | Flexural behavior of reinforced concrete beams using waste marble powder towards application of sustainable concrete | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3389/fmats.2022.1068791 | - |
dc.identifier.scopus | 2-s2.0-85142745079 | en_US |
dc.department | KTÜN | en_US |
dc.authorid | Beskopylnyy, Alexey/0000-0002-6173-9365 | - |
dc.authorid | Özkılıç, Yasin Onuralp/0000-0001-9354-4784 | - |
dc.authorid | Shcherban', Evgenii/0000-0001-5376-247X | - |
dc.authorwosid | Beskopylnyy, Alexey/P-1373-2015 | - |
dc.authorwosid | Özkılıç, Yasin Onuralp/AAA-9279-2019 | - |
dc.authorwosid | Shcherban', Evgenii/AAG-6070-2020 | - |
dc.identifier.volume | 9 | en_US |
dc.identifier.wos | WOS:000902082100001 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Eleman | en_US |
dc.authorscopusid | 35176015100 | - |
dc.authorscopusid | 57203961386 | - |
dc.authorscopusid | 57193686945 | - |
dc.authorscopusid | 57205074229 | - |
dc.authorscopusid | 57212303470 | - |
dc.authorscopusid | 57347334300 | - |
dc.authorscopusid | 57197730793 | - |
dc.identifier.scopusquality | Q2 | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.languageiso639-1 | en | - |
item.openairetype | Article | - |
item.fulltext | With Fulltext | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
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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File | Size | Format | |
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fmats-09-1068791.pdf | 4.93 MB | Adobe PDF | View/Open |
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