Shear and Flexural Performance of Reinforced Geopolymer Concrete Beams Cured Under Ambient and Oven Conditions With Environmentally Friendly Waste Steel Tire Wire Additives
| dc.contributor.author | Ozkilic, Yasin Onuralp | |
| dc.contributor.author | Celik, Ali Ihsan | |
| dc.contributor.author | Aksoylu, Ceyhun | |
| dc.contributor.author | Karalar, Memduh | |
| dc.contributor.author | Mydin, Md Azree Othuman | |
| dc.contributor.author | Althaqafi, Essam | |
| dc.contributor.author | Umiye, Osman Ahmed | |
| dc.date.accessioned | 2025-08-10T17:20:00Z | |
| dc.date.available | 2025-08-10T17:20:00Z | |
| dc.date.issued | 2025 | |
| dc.description.abstract | In this study, the effects of Granulated Blast Furnace Slag (GBFS) and Waste Steel Wire (WSW) admixtures on the flexural and shear performances of Reinforced Geopolymer Concrete Beams cured under oven and ambient conditions were investigated experimentally and analytically in detail. The research used 100 mm and 270 mm stirrup spacings and changed GBFS and WSW with 0%, 10%, 20%, and 1%, 2%, and 3%, respectively. To evaluate flexural and shear strength of reinforced GPC, 100 x 150 x 1000 mm samples were made. The results showed how material proportions affect flexural, and shear beam mechanical performance and ductility. In flexural beams, increasing the GBFS ratio to 10% enhanced load bearing capability and preserved ductility. However, 20% of GBFS reduced load bearing capability and brittle fractures. It was found that mixtures with GBFS of 10% and WSW of 3% are optimum for flexural beams. For shear beams, brittle fracture was observed for all GBFS and WSW ratios and ductile behavior was not achieved. Increasing GBFS content to 10% boosted capacity from 2.05 to 19.37%, however increasing it to 20% dropped capacity from 2.72 to 15.10%. Increasing WSW content enhanced load bearing capability, however increasing GBFS content over 10% did not. It is emphasized that different materials and design methods should be investigated to ensure ductile behavior in shear beams. Increasing the WSW ratio from 0 to 3% boosted energy consumption capacity by 2.78 times. But raising the GBFS ratio to 20% reduced energy consumption capacity by 66%. In addition, AS3600 predicted beam damage more correctly in different conventional computations. This study shows that the GBFS ratio should be limited to 10% and the WSW ratio to 3%. This combination maintains ductility in flexural beams and gives a safe design limit in shear beams while increasing load bearing capability. The results obtained provide important information that will shed light on new designs. | en_US |
| dc.description.sponsorship | Necmettin Erbakan Universitesi [RGP2/539/46]; Deanship of Scientific Research at King Khalid University, Abha, Saudi Arabia, through Large Groups | en_US |
| dc.description.sponsorship | The authors are thankful for the financial support provided for this research by the Deanship of Scientific Research at King Khalid University, Abha, Saudi Arabia, through Large Groups RGP2/539/46. | en_US |
| dc.identifier.doi | 10.1038/s41598-025-05546-4 | |
| dc.identifier.issn | 2045-2322 | |
| dc.identifier.scopus | 2-s2.0-105009903750 | |
| dc.identifier.uri | https://doi.org/10.1038/s41598-025-05546-4 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.13091/10598 | |
| dc.language.iso | en | en_US |
| dc.publisher | Nature Portfolio | en_US |
| dc.relation.ispartof | Scientific Reports | |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | Waste Steel Wires | en_US |
| dc.subject | Reinforced Concrete Beam | en_US |
| dc.subject | Flexural | en_US |
| dc.subject | Shear | en_US |
| dc.subject | Oven | en_US |
| dc.subject | Ambient | en_US |
| dc.subject | ACI | en_US |
| dc.subject | CSA | en_US |
| dc.subject | AS 3600 | en_US |
| dc.subject | EC2 | en_US |
| dc.title | Shear and Flexural Performance of Reinforced Geopolymer Concrete Beams Cured Under Ambient and Oven Conditions With Environmentally Friendly Waste Steel Tire Wire Additives | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
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| gdc.author.wosid | Çelik, Ali İhsan/X-5036-2019 | |
| gdc.author.wosid | Aksoylu, Ceyhun/Aaq-1447-2020 | |
| gdc.author.wosid | Özkılıç, Yasin Onuralp/Aaa-9279-2019 | |
| gdc.author.wosid | Othuman Mydin, Md Azree/Ixd-1523-2023 | |
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| gdc.description.department | Konya Technical University | en_US |
| gdc.description.departmenttemp | [Ozkilic, Yasin Onuralp; Yilmaz, Fatih; Umiye, Osman Ahmed] Necmettin Erbakan Univ, Dept Civil Engn, TR-42090 Konya, Turkiye; [Ozkilic, Yasin Onuralp] Western Caspian Univ, Dept Tech Sci, Baku 1001, Azerbaijan; [Celik, Ali Ihsan] Kayseri Univ, Tomarza Mustafa Akincioglu Vocat Sch, Dept Construct, Kayseri, Turkiye; [Aksoylu, Ceyhun] Konya Tech Univ, Dept Civil Engn, TR-42090 Konya, Turkiye; [Karalar, Memduh] Zonguldak Bulent Ecevit Univ, Dept Civil Engn, Zonguldak, Turkiye; [Mydin, Md Azree Othuman] Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Penang, Malaysia; [Althaqafi, Essam] King Khalid Univ, Coll Engn, Civil Engn Dept, Abha 61421, Saudi Arabia; [Umiye, Osman Ahmed] Zamzam Univ Sci & Technol, Fac Engn Technol, Dept Civil Engn, Mogadishu, Somalia | en_US |
| gdc.description.issue | 1 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
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| gdc.description.volume | 15 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
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