Effect of GBFS ratio and recycled steel tire wire on the mechanical and microstructural properties of geopolymer concrete under ambient and oven curing conditions

• Published in: Case Studies in Construction Materials 2024-12, Vol.21, p.e03890, Article e03890
• Main Authors: Çelik, Ali İhsan, Karalar, Memduh, Aksoylu, Ceyhun, Mydin, Md Azree Othuman, Althaqafi, Essam, Yılmaz, Fatih, Umiye, Osman Ahmed, Özkılıç, Yasin Onuralp
• Format: Article
• Language: English
• Subjects: Compressive, flexural; GBFS ratio; Geopolymer concrete; Recycling; Setting time; Splitting, Ambient, Oven; Steel wire; Workability
• ISSN: 2214-5095; 2214-5095
• DOI: 10.1016/j.cscm.2024.e03890

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. •Various combinations of slag ratio and steel wire fibers were examined with the aim to determine their effects on GPC.•Slag ratio increases in concrete do not increase mechanical strength.•GPC is stronger when steel wire fibers are added during oven curing as opposed to ambient curing.