Open AccessExperiment on RC Beams Reinforced with Glass Fibre Reinforced Polymer Reinforcements
Author(s) -
M. Ramu,
G. Senthil Kumaran
Publication year - 2019
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.f1007.0486s419
Subject(s) - materials science , fibre reinforced plastic , reinforcement , flexural strength , composite material , reinforced concrete , glass fiber , beam (structure) , structural engineering , engineering
This study presents the flexural behaviour of rectangular concrete beams reinforced with surface treated Glass Fibre Reinforced Polymer (GFRP), Grooved bars and Sand sprinkled reinforcing bars. Beams cast with standard mix of M30 grade concrete, with a reinforcement ratios of 0.73%, and compared with that of conventional steel reinforced beams. Totally five rectangular beams of size 125 mm x 250 mm x 3200 mm were cast. The flexural study was carried under static two point loading. The experimental prediction was focused on observation of ultimate load capacity, cracks propagation and crack widths and failure modes of beams. The results indicate that both type of GFRP reinforcements are at par with the conventional steel reinforcements.