Fibre-reinforced polymer (FRP)-reinforced concrete members have been gaining attention as an alternative to conventional steel-reinforced concrete members due to their advantageous characteristics. A few to mention are excellent resistance to corrosion, high strength-to-weight ratio, and reduced maintenance cost in the long term.Nevertheless, FRPs are often limited in use mainly due to fire safety considerations since they can encounter significant deprivation of strength and bond with concrete in fire conditions. This paper presents the results of an experimental study aimed to investigate the effects of the applied load level on the structural behaviour of glass fibre-reinforced polymer (GFRP)-reinforced concrete beams having mid-span bar lap splices when exposed to standard fire. Two 2750-mm long beams with cross-

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