An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperatures

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Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures (2010, result): “The results presented in Table 2 are in accordance with tensile strength losses recorded by Wang et al. 2007 .”
Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions: A critical review (2016, unknown): “Comparison of elastic modulus as a function of temperature for FRP and steel bars.(51) (a) Within 100–150 C.”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “The test data from Zhou (2005) and Wang et al. (2007) for FRP bars and the two models proposed by Bisby (2003) for CFRP and GFRP respectively are also shown there for comparison.”