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RISImproving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer
Publisher: American Society of Civil Engineers
Abstract: The use of externally bonded (EB) fiber-reinforced polymer (FRP) systems for the strengthening of reinforced concrete (RC) structures is a widely accepted technique. In these strengthened systems, debonding of the FRP ...
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling
Publisher: American Society of Civil Engineers
Abstract: Hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular members (DSTMs) yield much higher strength-to-weight ratios and much better corrosion resistance than traditional reinforced concrete members. The ...
Bond Behavior of CFRP-to-Steel Bonded Joints at Mild Temperatures: Experimental Study
Publisher: ASCE
Abstract: The performance of steel structures strengthened with externally bonded fiber-reinforced polymer (FRP) rely heavily on the interfacial shear stress transfer mechanism of the FRP-to-steel bonded interface. Much is known ...