Effect of Gbfs Ratio and Recycled Steel Tire Wire on the Mechanical and Microstructural Properties of Geopolymer Concrete Under Ambient and Oven Curing Conditions
| dc.contributor.author | Celik, Ali Ihsan | |
| dc.contributor.author | Karalar, Memduh | |
| dc.contributor.author | Aksoylu, Ceyhun | |
| dc.contributor.author | Mydin, Md Azree Othuman | |
| dc.contributor.author | Althaqafi, Essam | |
| dc.contributor.author | Yilmaz, Fatih | |
| dc.contributor.author | Umiye, Osman Ahmed | |
| dc.date.accessioned | 2024-12-10T18:56:55Z | |
| dc.date.available | 2024-12-10T18:56:55Z | |
| dc.date.issued | 2024 | |
| dc.description.abstract | In this study, the effects of waste steel wire ratios, granulated blast furnace slag (GBFS) ratios, and different curing methods on geopolymer concrete (GPC) were investigated. For this purpose, 12 mixtures were produced and eight of them were cured under ambient conditions and the remaining four were cured in an oven. Steel wire ratios and GBFS ratios were added to GPC as 0-1-2-3 % and 0-10-20 % by volume and weight, respectively. As a result of the mixtures, cubes, cylinders, and beams were obtained and these elements were subjected to compression, tensile, and flexural tests. As a result of the tests, the compressive strengths of the specimens were obtained as 8.5%, 19.7%, and 24.9% for ambient curing and 10.4%, 23.2%, and 32.2% for oven curing, respectively, as the steel wire fiber increased from 0 % to 3 %. The maximum compressive strength of the oven-cured specimen with 3% steel wire fiber was measured as 42.56 MPa. The tensile strength of GPC also increased as the steel wire increased. The highest tensile strength was obtained with 3 % steel wire. In addition, oven curing conditions increased the tensile strength more than ambient curing. The flexural strength (FS) increased by 21.3 %, 29.4%, and 33.8 % with increasing steel wire ratios of 1 %, 2 %, and 3 %, respectively. The FS was further increased by oven curing conditions and the maximum FS was achieved with 3 % steel wire. In ambient curing conditions, a successful geopolymerization was achieved due to the high calcium content in the samples containing 20 % GBFS. This allowed to obtain similar strengths between ambient curing and oven curing. Although the oven curing values were higher, similar results were obtained for the samples cured in an ambient containing 20 % GBFS. As a result of the study, mixtures containing 3 % steel wire and 20% GBFS provided sufficient strength without oven curing and increased the usability of GPC under ambient conditions. | en_US |
| dc.description.sponsorship | Department of Scientific Research Projects at Necmettin Erbakan University [23UA19002] | en_US |
| dc.description.sponsorship | This study has been supported by the Department of Scientific Research Projects at Necmettin Erbakan University with the project coded 23UA19002. | en_US |
| dc.identifier.doi | 10.1016/j.cscm.2024.e03890 | |
| dc.identifier.issn | 2214-5095 | |
| dc.identifier.scopus | 2-s2.0-85208090580 | |
| dc.identifier.uri | https://doi.org/10.1016/j.cscm.2024.e03890 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.13091/9647 | |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier | en_US |
| dc.relation.ispartof | Case Studies in Construction Materials | en_US |
| dc.rights | info:eu-repo/semantics/openAccess | en_US |
| dc.subject | Geopolymer concrete | en_US |
| dc.subject | Recycling | en_US |
| dc.subject | Steel wire | en_US |
| dc.subject | GBFS ratio | en_US |
| dc.subject | Workability | en_US |
| dc.subject | Setting time | en_US |
| dc.subject | Compressive | en_US |
| dc.subject | flexural | en_US |
| dc.subject | Splitting | en_US |
| dc.subject | Ambient | en_US |
| dc.subject | Oven | en_US |
| dc.subject | Fly-Ash | en_US |
| dc.subject | Compressive Strength | en_US |
| dc.subject | Sodium-Silicate | en_US |
| dc.subject | Fracture Properties | en_US |
| dc.subject | Nano-Silica | en_US |
| dc.subject | Mix Design | en_US |
| dc.subject | Fiber | en_US |
| dc.subject | Performance | en_US |
| dc.subject | Durability | en_US |
| dc.subject | Cement | en_US |
| dc.title | Effect of Gbfs Ratio and Recycled Steel Tire Wire on the Mechanical and Microstructural Properties of Geopolymer Concrete Under Ambient and Oven Curing Conditions | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
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| gdc.author.wosid | Yılmaz, Fatih/JED-4517-2023 | |
| gdc.author.wosid | AKSOYLU, Ceyhun/AAQ-1447-2020 | |
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| gdc.description.department | KTÜN | en_US |
| gdc.description.departmenttemp | [Celik, Ali Ihsan] Kayseri Univ, Tomarza Mustafa Akincioglu Vocat Sch, Dept Construct, Kayseri, Turkiye; [Karalar, Memduh] Zonguldak Bulent Ecevit Univ, Dept Civil Engn, Zonguldak, Turkiye; [Aksoylu, Ceyhun] Konya Tech Univ, Dept Civil Engn, TR-42090 Konya, Turkiye; [Mydin, Md Azree Othuman] Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia; [Althaqafi, Essam] King Khalid Univ, Coll Engn, Civil Engn Dept, Abha 61421, Saudi Arabia; [Yilmaz, Fatih; Umiye, Osman Ahmed; Ozkilic, Yasin Onuralp] Necmettin Erbakan Univ, Dept Civil Engn, TR-42090 Konya, Turkiye; [Umiye, Osman Ahmed] Zamzam Univ Sci & Technol, Fac Engn Technol, Dept Civil Engn, Mogadishu, Somalia; [Ozkilic, Yasin Onuralp] Western Caspian Univ, Dept Tech Sci, Baku 1001, Azerbaijan | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
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| gdc.description.startpage | e03890 | |
| gdc.description.volume | 21 | en_US |
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| gdc.oaire.keywords | Geopolymer concrete | |
| gdc.oaire.keywords | Setting time | |
| gdc.oaire.keywords | TA401-492 | |
| gdc.oaire.keywords | Recycling | |
| gdc.oaire.keywords | GBFS ratio | |
| gdc.oaire.keywords | Steel wire | |
| gdc.oaire.keywords | Materials of engineering and construction. Mechanics of materials | |
| gdc.oaire.keywords | Workability | |
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| gdc.virtual.author | Aksoylu, Ceyhun | |
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