Concrete, due to its inherent brittleness, exhibits relatively low tensile strength. Fibers have been used extensively to improve their mechanical properties as they helped to reduce the crack width. Textile industries produce a lot of natural and synthetic fiber waste, which can be utilized to produce better-performing fiber-reinforced concrete. Therefore, in this study, a detailed experimental investigation has been carried out to study the compressive, tensile, and flexural properties of the Kevlar and jute fiber reinforced concrete. Concrete specimens with a mix design ratio of 1:1.43:1.89 and a water-cement ratio of 0.6 were cast. Jute fibers with lengths of 10 mm, 15 mm, and 25 mm and three different concentrations of 0.1%, 0.25%, and 0.5% by volume of concrete were used. In contrast, Kevlar fibers with lengths of 10 mm, 15 mm, and 20 mm and three different concentrations of 1%, 1.5%, and 2.5% by volume of concrete were used. It was found that both Kevlar and Jute fibers contributed positively to- wards controlling the crack initiation and propagation, suggesting using fibers in concrete for enhanced mechanical properties and performance.
There are no ethical issues with the publication of this manuscript.
Assistance provided by the Department of Civil En- gineering and Department of Textile Engineering, NED University of Engineering and Technology, Karachi, Paki- stan, is duly acknowledged by the authors in the pursuit of the work.
Primary Language | English |
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Subjects | Reinforced Concrete Buildings, Construction Materials |
Journal Section | Research Articles |
Authors | |
Early Pub Date | June 15, 2024 |
Publication Date | June 24, 2024 |
Submission Date | March 10, 2024 |
Acceptance Date | June 2, 2024 |
Published in Issue | Year 2024 |
Journal of Sustainable Construction Materials and Technologies is open access journal under the CC BY-NC license (Creative Commons Attribution 4.0 International License)
Based on a work at https://dergipark.org.tr/en/pub/jscmt
E-mail: jscmt@yildiz.edu.tr