| Issue |
E3S Web of Conf.
Volume 405, 2023
2023 International Conference on Sustainable Technologies in Civil and Environmental Engineering (ICSTCE 2023)
|
|
|---|---|---|
| Article Number | 04038 | |
| Number of page(s) | 10 | |
| Section | Sustainable Technologies in Construction & Environmental Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202340504038 | |
| Published online | 26 July 2023 | |
Retrofitting of Reinforced Concrete Beams Using Carbon Fiber Reinforced Polymer
Dr. D.Y. Patil Institute of Technology, Pimpri, Pune - 411018
The retrofitting of existing reinforced concrete beams using Carbon Fiber Reinforced Polymer (CFRP) has gained significant attention as a viable solution to enhance the structural performance and extend the service life of deteriorated or under-designed structures. This study investigates the effects of CFRP retrofitting on the compressive strength of reinforced concrete beams at different curing durations. Nine beams specimens were prepared and subjected to Flextural strength testing after 7 days, 14 days, and 28 days of curing. The obtained results demonstrate a progressive increase in flextural strength over the curing period, indicating the effectiveness of the CFRP retrofitting technique in enhancing the load-bearing capacity of the beams. The study contributes to the understanding of the benefits and potential applications of CFRP retrofitting in the field of structural rehabilitation
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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