Flexural behavior of reinforced concrete beams using waste marble powder towards application of sustainable concrete

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dc.contributor.authorKaralar, Memduh
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorAksoylu, Ceyhun
dc.contributor.authorSabri, Mohanad Muayad Sabri
dc.contributor.authorBeskopylny, Alexey N.
dc.contributor.authorStel'makh, Sergey A.
dc.contributor.authorShcherban, Evgenii M.
dc.date.accessioned2024-02-23T14:34:57Z
dc.date.available2024-02-23T14:34:57Z
dc.date.issued2022
dc.departmentNEÜen_US
dc.description.abstractThe 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.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.2022.1068791
dc.identifier.issn2296-8016
dc.identifier.scopus2-s2.0-85142745079en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.3389/fmats.2022.1068791
dc.identifier.urihttps://hdl.handle.net/20.500.12452/15829
dc.identifier.volume9en_US
dc.identifier.wosWOS:000902082100001en_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.subjectReinforced Concreteen_US
dc.subjectBeamen_US
dc.subjectWasteen_US
dc.subjectMarble Powderen_US
dc.subjectRecycleden_US
dc.titleFlexural behavior of reinforced concrete beams using waste marble powder towards application of sustainable concreteen_US
dc.typeArticleen_US

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