• Md. Shafquat Hashmi

This work deals with the experimental investigation on the study the effect of glass fiber reinforced polymer composite sheets in RC beam. Methods/Statistical analysis: An experimental setup is placed the specimens on the loading frame for flexure and shear behavior of RC beams. Findings: Determining the load, deflection and failure mode of each beam and their results (beam F2, F3) are compared with controlled concrete beam (F1). The beam F2 has initial flexural cracks appeared at higher load than beam F1. The ultimate load carrying capacity of beam F2 is 35%, which is higher than beam F1. Applications/Improvements: The beam with GFRP sheets up to neutral axis of beam, which is increasing the ultimate load carrying capacity.

Epoxy Resin, Flexure, Glass Fiber Reinforced Polymer (GFRP), Two Point Static Loading System

"Analysis on Strengthening of Reinforced Concrete Beam using Glass Fiber Reinforced Polymer Composites", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 10, page no.a655-a658, October-2021, Available :http://www.jetir.org/papers/JETIR2110082.pdf

"Analysis on Strengthening of Reinforced Concrete Beam using Glass Fiber Reinforced Polymer Composites", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 10, page no. ppa655-a658, October-2021, Available at : http://www.jetir.org/papers/JETIR2110082.pdf