Flexural Behavior and Serviceability of Normal- and High-Strength Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars
By A. El-Nemr, Ehab A. Ahmed, B. Benmokrane. 2013
178 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/32f4b851b19177c9d2fbf1f5676676e4f10b8cf4
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars (2015, result): “Generally, the load–deflection curves of SG-RGC have three segments, differing from the typical two-segment curves observed in previous studies [25, 26] for FRP-reinforced concrete, and an unloading curve segment.”
- Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, unknown): “Clearly, these results indicate the influence of slenderness in the tested columns with L/r =16, thereby suggesting that the previously proposed slenderness limit for GFRP-RC columns (17.2) must be lowered for the proposed system.”
- Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars (2015, background): “El-Nemr [9], recorded the same mode of failure with respect to the balanced reinforcement ratio lb.”