Issue |
E3S Web Conf.
Volume 588, 2024
Euro-Asian Conference on Sustainable Nanotechnology, Environment, & Energy (SNE2-2024)
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Article Number | 03007 | |
Number of page(s) | 8 | |
Section | Functional Materials and their Applications | |
DOI | https://doi.org/10.1051/e3sconf/202458803007 | |
Published online | 08 November 2024 |
Effect of Recycled Concrete Aggregates, Sisal Fibres, and Carbon Nanofibres on the Mechanical Properties of Concrete
1 Peter the Great St. Petersburg Polytechnic University, Saint Petersburg 195251, Russian Federation
2 Lovely Professional University, Phagwara, Punjab, India
3 Department of CSE, GRIET, Bachupally, Hyderabad, Telangana, India.
4 Department of Computer Science & Engineering, KG Reddy College of Engineering and Technology, Chilkur(Vil), Moinabad(M), Ranga Reddy(Dist), Hyderabad, 500075, Telangana, India.
5 Uttaranchal University, Dehradun - 248007, India
6 Centre of Research Impact and Outcome, Chitkara University, Rajpura - 140417, Punjab, India
7 Chitkara Centre for Research and Development, Chitkara University, Himachal Pradesh - 174103 India
8 Department of Biotechnology, Research & Incubation Centre, Rayat Bahra University, Chandigarh-Ropar NH 205, Greater Mohali, Punjab, 140103, India
* Corresponding author: vatin@mail.ru
This research examines the mechanical properties of concrete by combining recycled concrete aggregates (RCA) with carbon nanofibers and natural sisal fibers, in place of natural aggregates. We created a variety of concrete mixtures with RCA content levels of0%,50%, and 100%, as well as varied fiber combinations. Some mixes included additional cementitious elements such as fly ash (FA) or silica fume (SF). Mechanical tests such as compressive strength, flexural strength, and split tensile strength were used to assess the performance. Findings shown that mechanical properties were significantly enhanced by using sisal and carbon nanofibers. Combine A9, which omitted RCA but included 1% sisal fiber and 0.2% carbon nanofibers, had the highest compressive strength (81.2 MPa), flexural strength (8.84 MPa), and split tensile strength (6.60 MPa). Using 100% RCA replacement (Mix C9) lowered the strength somewhat, however the mix still performed better than regular concrete. Based on the findings, RCA and sustainable fibers may be used into concrete to provide a greener alternative without compromising durability.
Key words: Recycled Concrete Aggregates / Sisal Fibres / Carbon Nanofibres / Compressive Strength / Flexural Strength / Split Tensile Strength / Fly Ash / Silica Fume
© The Authors, published by EDP Sciences, 2024
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