Abstract
An experimental study of the behaviour of concrete beams reinforced with fibre reinforced plastic (FRP) bars in three-point bending was undertaken. The load-deflection response was monitored throughout the test. The results from the flexural tests on FRP reinforced concrete beams were compared with those obtained with steel reinforcement. The failure mechanisms and the ultimate loads and displacements for the FRP and steel reinforcement of concrete were analysed and compared.
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