EXPERIMENTAL RESPONSE AND CODE MODELS OF GFRP RC BEAMS IN BENDING

By M. Pecce, Gaetano Manfredi, Edoardo Cosenza. 2000

168 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/73d4cd47c3171dc5629ac13e47b06e98b87f2c26

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. B. Benmokrane
2. Sandeep S. Pendhari
3. A. Shanour
4. J. Sena-Cruz
5. A. Mahmoud
6. L. Torres
7. Marta Baena
8. T. Kant

In Civil and Structural Engineering

1. Y. Desai
2. B. Benmokrane
3. Sandeep S. Pendhari
4. A. Shanour
5. J. Sena-Cruz
6. A. Mahmoud
7. L. Torres
8. Marta Baena

Citations in the corpus

• 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, ”
• Application of polymer composites in civil construction : A general review (2008, background): “As a result strengthened beams generally exhibit large deflection, wide as well as closer cracks and brittle failure mode [60,61].”
• Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars (2011, background): “Regarding flexural capacity, experimental results generally show higher loads than those predicted by design equations that can be exceeded by up to 20% (Masmoudi et al. 1998; Pecce et al. 2000; Thériault and Benmokrane 1998).”
• An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models (2009, background): “In the case of serviceability, and specifically for deflections, several authors [3–7] have proposed coefficients to modify Branson’s equation used in steel design codes [8], while others [9,10] have proposed a modified equivalent moment of inertia derived from curvatures.”
• Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars (2015, background): “The flexural behavior of concrete members reinforced with glass fiber-reinforced polymer (GFRP) reinforcing bars experimentally investigated by a number of studies [13,26,19,27].”