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@article{187817,
        author = {Thakur Rajeshwari C and Valvi Sushmita G and Vibhandik Anuja S and Wadile Dhiraj R and Prof. P. R. Badgujar and Prof. Dr. S. K. Dubey and Prof. N. R. Borase},
        title = {Structural Strength Performance of Carbon Fiber Reinforced Polymer on High-Strength Concrete Beams-A Review},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {6},
        pages = {6554-6557},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=187817},
        abstract = {Carbon Fiber Reinforced Polymer (CFRP) is widely employed to strengthen reinforced concrete (RC) beams due to its high strength-to-weight ratio, corrosion resistance, and ease of application. The use of CFRP on **high-strength concrete (HSC)** beams, however, involves unique challenges arising from HSC’s high stiffness and brittle failure behaviour. This review synthesizes experimental, analytical, and numerical studies on CFRP-strengthened HSC beams. Key areas covered include flexural and shear strengthening, bond behaviour, failure mechanisms, analytical/numerical modeling, design practices, and durability. The review also highlights research gaps and proposes future directions to improve design and application of CFRP in HSC beam strengthening.},
        keywords = {CFRP, high-strength concrete, RC beam strengthening, flexure, shear, bond behaviour, failure mode, durability.},
        month = {November},
        }