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.scopusid 56970742200
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
gdc.description.scopusquality Q1
gdc.description.volume 15 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q1
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gdc.virtual.author Aksoylu, Ceyhun
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