Effect of Gbfs Ratio and Recycled Steel Tire Wire on the Mechanical and Microstructural Properties of Geopolymer Concrete Under Ambient and Oven Curing Conditions
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Date
2024
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Publisher
Elsevier
Open Access Color
GOLD
Green Open Access
No
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No
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.
Description
Keywords
Geopolymer concrete, Recycling, Steel wire, GBFS ratio, Workability, Setting time, Compressive, flexural, Splitting, Ambient, Oven, Fly-Ash, Compressive Strength, Sodium-Silicate, Fracture Properties, Nano-Silica, Mix Design, Fiber, Performance, Durability, Cement, Geopolymer concrete, Setting time, TA401-492, Recycling, GBFS ratio, Steel wire, Materials of engineering and construction. Mechanics of materials, Workability
Turkish CoHE Thesis Center URL
Fields of Science
0211 other engineering and technologies, 02 engineering and technology, 0201 civil engineering
Citation
WoS Q
Q1
Scopus Q
Q1

OpenCitations Citation Count
N/A
Source
Case Studies in Construction Materials
Volume
21
Issue
Start Page
e03890
End Page
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Citations
Scopus : 16
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Mendeley Readers : 16
SCOPUS™ Citations
15
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Web of Science™ Citations
13
checked on Feb 03, 2026
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