Degradation of bond between FRP and RC beams

By Manuel Silva, H. Biscaia. 2008

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Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions: A critical review (2016, unknown): “For glass/epoxy strengthened concrete, it is observed that the bond stress decreased 18% from thermal fatigue of 10 to 10 C after 10,000 h exposure.(68) Although CFRP composites are known to behave better under FT cycles than GFRP laminates,(69) the study of Cromwell et al.”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, background): “8 which cannot be completely cured at ambient temperature (Silva and Biscaia 2008), and its is normally within the range of 45 C to 82 C (fib 2001; ACI 2008).”
Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays (2011, background): “In the last decade, many researches were undertaken on the durability of ambient temperature cured resins used in construction [9,10], FRP reinforcements [11,12], and concrete/concrete or FRP/concrete bonded interfaces [13–23].”