Yufei Chang

Seawater sea-sand concrete beams reinforced with steel–FRP composite bars under coupled seawater immersion and sustained load: Flexural behavior and degradation modeling

Steel–fiber reinforced polymer (FRP) composite bars (SFCBs) exhibit high post-yield stiffness and good corrosion resistance, making them a reliable form of reinforcement for seawater sea-sand concrete (SWSSC). Nevertheless, the durability of SFCB-reinforced SWSSC beams has not be...