Influence of Ceramic Waste Powder on Shear Performance of Environmentally Friendly Reinforced Concrete Beams

dc.contributor.author Özkılıç, Y.O.
dc.contributor.author Althaqafi, E.
dc.contributor.author Bahrami, A.
dc.contributor.author Aksoylu, C.
dc.contributor.author Karalar, M.
dc.contributor.author Özdöner, N.
dc.contributor.author Shcherban, E.M.
dc.date.accessioned 2024-06-01T08:58:14Z
dc.date.available 2024-06-01T08:58:14Z
dc.date.issued 2024
dc.description.abstract This 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.sponsorship Deanship of Scientific Research, King Khalid University: RGP2/563/44; Deanship of Scientific Research, King Khalid University en_US
dc.identifier.doi 10.1038/s41598-024-59825-7
dc.identifier.issn 2045-2322
dc.identifier.scopus 2-s2.0-85192152968
dc.identifier.uri https://doi.org/10.1038/s41598-024-59825-7
dc.identifier.uri https://hdl.handle.net/20.500.13091/5618
dc.language.iso en en_US
dc.publisher Nature Research en_US
dc.relation.ispartof Scientific Reports en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Ceramic waste powder en_US
dc.subject Displacement en_US
dc.subject Load-carrying capacity en_US
dc.subject Recycled en_US
dc.subject Reinforced concrete beam en_US
dc.subject Stiffness en_US
dc.title Influence of Ceramic Waste Powder on Shear Performance of Environmentally Friendly Reinforced Concrete Beams en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Aksoylu, C.
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gdc.author.scopusid 57197657593
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gdc.coar.access open access
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gdc.description.department KTÜN en_US
gdc.description.departmenttemp Özkılıç, Y.O., Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, Konya, 42000, Turkey, Department of Civil Engineering, Lebanese American University, Byblos, Lebanon en_US
gdc.description.departmenttemp Althaqafi, E., Civil Engineering Department, College of Engineering, King Khalid University, Abha, 61421, Saudi Arabia en_US
gdc.description.departmenttemp Bahrami, A., Department of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, Gävle, 801 76, Sweden en_US
gdc.description.departmenttemp Aksoylu, C., Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Konya Technical University, Konya, 42075, Turkey en_US
gdc.description.departmenttemp Karalar, M., Department of Civil Engineering, Faculty of Engineering, Zonguldak Bulent Ecevit University, Zonguldak, 67100, Turkey en_US
gdc.description.departmenttemp Özdöner, N., Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, Konya, 42000, Turkey en_US
gdc.description.departmenttemp Shcherban, E.M., Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, Rostov-On-Don, 344003, Russian Federation en_US
gdc.description.departmenttemp Stel’makh, S.A., Department of Unique Buildings and Constructions Engineering, Don State Technical University, Gagarin Sq. 1, Rostov-On-Don, 344003, Russian Federation en_US
gdc.description.departmenttemp Beskopyln en_US
gdc.description.departmenttemp Özkılıç, Y.O., Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, Konya, 42000, Turkey, Department of Civil Engineering, Lebanese American University, Byblos, Lebanon en_US
gdc.description.departmenttemp Althaqafi, E., Civil Engineering Department, College of Engineering, King Khalid University, Abha, 61421, Saudi Arabia en_US
gdc.description.departmenttemp Bahrami, A., Department of Building Engineering, Energy Systems and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, Gävle, 801 76, Sweden en_US
gdc.description.departmenttemp Aksoylu, C., Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Konya Technical University, Konya, 42075, Turkey en_US
gdc.description.departmenttemp Karalar, M., Department of Civil Engineering, Faculty of Engineering, Zonguldak Bulent Ecevit University, Zonguldak, 67100, Turkey en_US
gdc.description.departmenttemp Özdöner, N., Department of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, Konya, 42000, Turkey en_US
gdc.description.departmenttemp Shcherban, E.M., Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, Rostov-On-Don, 344003, Russian Federation en_US
gdc.description.departmenttemp Stel’makh, S.A., Department of Unique Buildings and Constructions Engineering, Don State Technical University, Gagarin Sq. 1, Rostov-On-Don, 344003, Russian Federation en_US
gdc.description.departmenttemp Beskopyln en_US
gdc.description.issue 1 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.volume 14 en_US
gdc.description.wosquality Q1
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gdc.identifier.pmid 38710750
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gdc.oaire.keywords Science
gdc.oaire.keywords Ceramic waste powder; Displacement; Load-carrying capacity; Recycled; Reinforced concrete beam; Stiffness
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gdc.oaire.keywords 02 engineering and technology
gdc.oaire.keywords Displacement
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gdc.oaire.keywords Samhällsbyggnadsteknik
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gdc.oaire.keywords Stiffness
gdc.oaire.keywords Recycled
gdc.oaire.keywords Reinforced concrete beam
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gdc.oaire.keywords Load-carrying capacity
gdc.oaire.keywords Ceramic waste powder
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gdc.virtual.author Aksoylu, Ceyhun
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