Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars

By H. Abdalla. 2002

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Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete (2013, background): “However, as a result of the lower axial stiffness o f FRP bars with respect to conventional steel ones, and diverse surface treatments they can present, the accomplish ment of the serviceability limit state requirements becomes the governing design aspect for composite reinforce d concrete members, ”
Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading (2016, background): “Significant amount of research was carried out on the behaviour of FRP RC beams under static loading [12-19].”