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RISFatigue Bond Stress–Slip Behavior of Lap Splices in the Reinforcement of Unwrapped and FRP-Wrapped Concrete Beams
Publisher: American Society of Civil Engineers
Computer-Based Mathematical Model for Performance Prediction of Corroded Beams Repaired with Fiber Reinforced Polymers
Publisher: American Society of Civil Engineers
Abstract: A new mathematical model for predicting the inelastic flexural response of corroded reinforced concrete (RC) beams repaired with fiber reinforced polymer (FRP) laminates is presented. The model accounts for the effect of ...
CFRP-Strengthened and Corroded RC Beams under Monotonic and Fatigue Loads
Publisher: American Society of Civil Engineers
Abstract: An experimental program has been carried out to investigate the structural behavior of RC beams strengthened by carbon-fiber–reinforced polymer (CFRP) sheets and exposed to a corrosive environment. A total of eight specimens ...
Effect of FRP Wrapping on Fatigue Bond Behavior of Spliced Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: This paper presents the first phase of an ongoing research program at University of Waterloo to study the effect of external fiber-reinforced polymer (FRP) sheet wrap confinement along a lap splice of reinforced concrete ...