Flexural behaviour of reinforced Geopolymer concrete beams
By J. K. Dattatreya, N. Rajamane, D. Sabitha, P. Ambily, M. C. Nataraja. 2011
108 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/801333a782b40bfa04b8c20e05076937676aa89d
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Citations in the corpus
- A Review of Recent Developments and Advances in Eco-Friendly Geopolymer Concrete (2020, background): “[182] reported that the total number of flexural cracks and their developed spacing was found the same for both types of beams.”
- Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “98 [18-23] systems, and FRP-reinforced geopolymer concrete (FRP-RGC) [24, 25], relatively few studies are available that deal with the behavior of compression members comprised of these systems [26].”
- Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars (2015, background): “Even though the strength is different, the load-deflection characteristics, crack patterns, and failure modes of RGC beams are analogous to RC beams [18, 19].”