Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/5618
Full metadata record
DC FieldValueLanguage
dc.contributor.authorÖzkılıç, Y.O.-
dc.contributor.authorAlthaqafi, E.-
dc.contributor.authorBahrami, A.-
dc.contributor.authorAksoylu, C.-
dc.contributor.authorKaralar, M.-
dc.contributor.authorÖzdöner, N.-
dc.contributor.authorShcherban, E.M.-
dc.date.accessioned2024-06-01T08:58:14Z-
dc.date.available2024-06-01T08:58:14Z-
dc.date.issued2024-
dc.identifier.issn2045-2322-
dc.identifier.urihttps://doi.org/10.1038/s41598-024-59825-7-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/5618-
dc.description.abstractThis investigation considered the usability of ceramic waste powder (CWP) in altered quantities in reinforced concrete beams (RCBs). In this way, it was aimed to reduce the environmental impacts of concrete by using CWP as a raw material in RCBs. 12 small-scale shear RCBs with the dimensions of 100 × 150 × 1000 mm were tested in this study. The variations of stirrups spacing and CWP ratio were examined in these specimens. The percentages of CWP by weight utilized in RCBs were 10%, 20%, and 30%, and stirrups spacings were adopted as 270 mm, 200 mm, and 160 mm. At the end of the study, it was determined that more than 10% CWP additive negatively affected the RCBs' compressive strength. The load-carrying capacity reduced between 30.3% and 59.4% when CWP increased from 0% to 30% as compared to RCB with stirrups spacing of 270 mm without CWP. However, compared to RCB with stirrups spacings of 200 mm and 160 mm without CWP, there were decreases in the load-carrying capacity as 21.4%–54.3% and 18.6%–54.6%, respectively. While the CWP ratio increased, the specimens with 160 mm, 200 mm, and 270 mm stirrups spacings obtained a lower maximum load value. However, with the increase of the CWP ratio in the specimens with 160 mm stirrups spacing, RCBs reached the maximum load-carrying capacity at an earlier displacement value. When stirrups spacing was selected as 270 mm, it was observed that the maximum load-carrying capacity of RCBs reached at a similar displacement value as the CWP ratio increased. Besides, it was resulted that the bending stiffness of RCBs reduced as the quantity of CWP enhanced. The bending stiffness decreased by 29.1% to 66.4% in the specimens with 270 mm stirrups spacing, 36.3% to 20.2% with 200 mm stirrups spacing, and 10.3% to 36.9% with 160 mm stirrups spacing. As an implication of the experiments, the use of CWP up to 10% in RCBs was realized as an economical and environmental approach and is suggested. There is some evidence to report that making use of CWP may be considered to be ecologically benign. This is due to the fact that reusing CWP may significantly reduce CO2 emissions, save energy, and reduce total power consumption. Furthermore, the experimental results were compared to the analytical calculations. © The Author(s) 2024.en_US
dc.description.sponsorshipDeanship of Scientific Research, King Khalid University: RGP2/563/44; Deanship of Scientific Research, King Khalid Universityen_US
dc.language.isoenen_US
dc.publisherNature Researchen_US
dc.relation.ispartofScientific Reportsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCeramic waste powderen_US
dc.subjectDisplacementen_US
dc.subjectLoad-carrying capacityen_US
dc.subjectRecycleden_US
dc.subjectReinforced concrete beamen_US
dc.subjectStiffnessen_US
dc.titleInfluence of ceramic waste powder on shear performance of environmentally friendly reinforced concrete beamsen_US
dc.typeArticleen_US
dc.identifier.doi10.1038/s41598-024-59825-7-
dc.identifier.scopus2-s2.0-85192152968en_US
dc.departmentKTÜNen_US
dc.identifier.volume14en_US
dc.identifier.issue1en_US
dc.identifier.wosWOS:001253949600022en_US
dc.institutionauthorAksoylu, C.-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57203961386-
dc.authorscopusid57857964100-
dc.authorscopusid57197657593-
dc.authorscopusid57193686945-
dc.authorscopusid35176015100-
dc.authorscopusid57192166288-
dc.authorscopusid57197730793-
item.grantfulltextnone-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.openairetypeArticle-
item.cerifentitytypePublications-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
Show simple item record



CORE Recommender

Page view(s)

16
checked on Aug 5, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.