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.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 |
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| 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 |
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| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
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| gdc.description.volume | 14 | en_US |
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| gdc.oaire.keywords | Ceramic waste powder; Displacement; Load-carrying capacity; Recycled; Reinforced concrete beam; Stiffness | |
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