Effect of elevated service temperature on bond between FRP EBR systems and concrete

By M. Leone, S. Matthys, M. Aiello. 2009

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Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, methodology): “To understand the bond behavior of FRPto-concrete interfaces exposed to different temperature variations, the pull test has also been used (e.g., Blontrock 2003; Wu et al. 2005; Klamer 2006, 2009; Leone et al. 2009).”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “It should be noted that in most existing tests of FRP-to-concrete bonded joints at elevated temperature, strain readings were not taken during the heating process; that is, the reported strain readings did not include the initial strains in the FRP laminate induced by thermal incompatibility between”
Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays (2011, background): “[43], in the case of CFRP strengthened specimens tested under doublelap-joint shear configuration at elevated temperature.”