Experimental Study of Shear Failure of Damaged RC Beam Strengthened with GFRP

Swapnil B. Shinde*
Maharshi Karve Stri Shikshan Sanstha Dr. Bhanuben Nanavati College of Architecture for Women, Pune, Maharashtra, India.
Periodicity:January - March'2024
DOI : https://doi.org/10.26634/jste.12.4.20861

Abstract

This study investigates the shear failure characteristics of reinforced concrete (RC) beams retrofitted with Glass Fiber Reinforced Polymer (GFRP) sheets. Fifteen RC beams were initially tested for shear capacity and then retrofitted using various GFRP wrapping techniques, including full wrapping, U-shaped wrapping, side wrapping, vertical alignment, and 45-degree inclined wrapping. The results revealed significant enhancements in shear capacity, with vertical alignment wrapping showing the highest increase. The study concludes that GFRP wrapping is an effective and economical method for retrofitting shear-deficient RC beams, contributing to improved structural safety.

Keywords

Shear Failure, Damaged Reinforced Concrete (RC) Beam, GFRP Wrapping, Retrofitting, Flexural Failure.

How to Cite this Article?

Shinde, S. B. (2024). Experimental Study of Shear Failure of Damaged RC Beam Strengthened with GFRP. i-manager’s Journal on Structural Engineering, 12(4), 1-9. https://doi.org/10.26634/jste.12.4.20861

References

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