Abstract:
This paper presents the data obtained from monitoring a steel Struss bridge using Fiber Bragg Grating (FBG) sensors before and after a proposed repair for crack propagation in the end plates. This paper details the operating mechanism behind the FBG sensors and the advantages of using FBG sensors over resistive foil strain gauges for bridge structural health monitoring and also details how cracks on the outer web’s end plate originated and then provides a step-by-step guide to the completed repair. This technology can be used in other practical applications where structural health monitoring is needed.
