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
gdc.author.institutional
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gdc.author.scopusid 59394424200
gdc.author.scopusid 59360051700
gdc.author.wosid Yılmaz, Fatih/JED-4517-2023
gdc.author.wosid AKSOYLU, Ceyhun/AAQ-1447-2020
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gdc.coar.access open access
gdc.coar.type text::journal::journal article
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
gdc.description.scopusquality Q1
gdc.description.startpage e03890
gdc.description.volume 21 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W4403670253
gdc.identifier.wos WOS:001350529500001
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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
gdc.oaire.popularity 3.894769E-9
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gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
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gdc.scopus.citedcount 15
gdc.virtual.author Aksoylu, Ceyhun
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