Fire endurance of fiber-reinforced polymer strengthened concrete T-Beams

By B. Williams, V. Kodur, M. Green, L. Bisby. 2008

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Fire behaviour of reinforced concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zones (2012, background): “[18] investigated the fire performance of two CFRP-strengthened RC T-beams (3.”
Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, background): “…so that the temperature in the FRP stays below its glass transition temperature for a sufficiently long period during a fire (Bisby et al. 2005; Williams et al. 2008); the structural resistance of such a fire-protected FRP-strengthened RC structure will remain basically unaffected during this…”
Temperature effect on the mechanical properties of carbon, glass and carbon–glass FRP laminates (2015, unknown): “[21,22] investigated experimentally and numerically the performance of insulated FRP-strengthened concrete slabs and T-Beams under fire scenarios.”