Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars
By C. Kassem, A. Farghaly, B. Benmokrane. 2011
223 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a17f9dea497f1f33abb2ad431ee27281838f98a5
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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, background): “[26] findings wherein they found out that”
- 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.”