Fire behaviour of FRP-strengthened reinforced concrete structural elements: A state-of-the-art review
By J. Firmo, J. Correia, L. Bisby. 2015
199 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/20b9af20b68eb91a44b3b75d9bb8e877a5161cd8
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Bond between TRM versus FRP composites and concrete at high temperatures (2017, methodology): “Similar observations were made by Firmo et al., 2015 [2], where the reductions in the bond strength were 68 and 77%when themeasured temperature at the concrete-adhesive interface of FRP-strengthened specimens was 90 and 120 C, respectively.”
- TRM versus FRP in flexural strengthening of RC beams: Behaviour at high temperatures (2017, unknown): “A state-of-the-art review on the fire performance of reinforced concrete (RC) members strengthened with FRP and subjected to fire and high temperatures was recently presented by Firmo et al. 2015 [2].”