A. Vijayakumara,*, L. Pinky Devib, S. Southamirajanc and T. Pradeepd
aDepartment of Civil Engineering, V.S.B. Engineering College, Karur – 639111, Tamilnadu, India
bDepartment of Civil Engineering, Manipal Institute of Technology Bengaluru, Manipal Education of Higher Education, Manipal- 560064, India
cDepartment of Civil Engineering, Kongunadu College of Engineering and Technology, Tholurpatti, Tamil Nadu 621215, India
dDepartment of Civil Engineering, Kongu Engineering College, Perundurai, Tamil Nadu 638060, India
This article is an open access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/4.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
Fibre-reinforced polymer is a very effective approach to repair and strengthen damaged structures. A less expensive option to conventional repair methods and supplies is offered by FRP repair systems. This study investigates the shear and flexural behaviour of continuous glass fibre reinforced polymer (GFRP) reinforced concrete beams (RC beams). Testing was done on externally reinforced concrete beams using GFRP sheets joined with epoxy. GFRP sheets have been used in varying quantities and configurations to strengthen the beams. The load, deflection, and mode of failure of each beam were examined based on experimental data. The impact of GFRP layer amount and orientation on the ultimate load bearing capacity and beam failure mechanism is being investigated.
Keywords: GFRP, Waste composites, Ductility, Failure modes, Crack pattern.
2024; 25(4): 589-598
Published on Aug 31, 2024
Department of Civil Engineering, V.S.B. Engineering College, Karur – 639111, Tamilnadu, India
Tel : +91 9994426298