Durability Gap Analysis for Fiber-Reinforced Polymer Composites in Civil Infrastructure

By Vistasp M. Karbhari, J. Chin, D. Hunston, B. Benmokrane, T. Juska, R. Morgan, J. Lesko, U. Sorathia, D. Reynaud. 2003

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Fire behaviour of reinforced concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zones (2012, background): “For buildings, although CFRP systems also present great potential, widespread application is being hindered due to concerns regarding their performance at elevated temperature; several researchers have recently identified the fire behaviour of FRPs as one of the top priorities in terms of critical r”
Degradation of bond between FRP and RC beams (2008, background): “The durability of a structure reinforced with FRP reflects its ability to resist cracking, oxidation, chemical degradation, delamination, wear, and/or the effects of foreign object damage for a specified period of time, under specified load and environmental conditions [1].”
Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays (2011, background): “If the technique effectiveness has been clearly demonstrated and is now accepted by all stakeholders in the construction sector, the long term durability of the adhesive bond between the FRP and concrete is still a crucial issue [5].”