Effect of fire on FRP reinforced concrete members
By M. Saafi. 2002
229 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d56898896cd0b88539d2d2f5e4495866b3f94610
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperatures (2007, background): “14 compares the normalized tensile strength (strength at elevated temperature divided by that at ambient temperature) and the normalized elastic modulus (modulus at elevated temperature divided by that at ambient temperature) between the authors’ tests and those pro- ions of Saafi: (a) normalised te”
- A review on FRP composites applications and durability concerns in the construction sector (2013, background): “Due to the low mechanical properties of GFRP, the degradation of the shear capacity of the GFRP RC beam is more pronounced than CFRP and steel RC beams.(70)”
- Response to fire of concrete structures that incorporate FRP (2005, background): “A simple analytical investigation of the fire performance of FRP-reinforced concrete beams is also presented by Saafi[95].”