Experimental study on the durability of FRP bars reinforced concrete beams in simulated ocean environment
In this paper, the flexural performance of fiber-reinforced polymer (FRP) bars reinforced concrete (RC) beams after conditioning in a simulated seawater wet-dry cycling environment for 6, 9 and 12 months is experimentally investigated.Two types of FRP bars, i.e.basalt FRP (BFRP) bars and steel-FRP composite bars (SFCBs), are adopted.Steel bars are