Determination of Monitoring Parameters for Fatigue Behavior of Steel-Concrete Composite Bridge Girders with Welded Full Depth Transverse Stiffeners

Abstract

In this study, parameters that should be monitored during the service life of a bridge and the relationship between the parameters and damage are investigated in order to predict the fatigue damages in steel-concrete composite bridge girders with welded full depth transverse stiffeners. In this context, static and fatigue tests are carried out on steel-concrete composite beam specimens with welded full depth transverse stiffeners. Load-deflection behavior of specimens is determined by these monotonic tests. In the fatigue tests, the specimens are subjected to cyclic loading with various stress ranges, and stress range - number of cycles (S-N) data is obtained. Fatigue crack and fatigue fracture are observed in the first two specimens with the highest stress range applied. As expected, the fatigue crack occurred at the point where the stiffener is welded to the bottom flange. During the tests, dynamic deflection and strain measurements are performed at the critical points throughout the cyclic loading. The parameters which are more critical in terms of fatigue behavior and should be monitored are determined by examining the relationship between the obtained data from these measurements and fatigue damage. Discussions and evaluations are made on the level of safety presented in the relevant code by the comparison of the obtained results from fatigue tests with the code and the important studies in the literature. Finally, the specimens without fatigue fracture were tested under monotonic loading to determine the residual strength. Accordingly, the change in the load-deflection behavior after cyclic loading is demonstrated.

Structural health monitoring on Yangluo Yangtze River Bridge: Implementation and demonstration

“…Through the strain monitoring of the control section of the main girder, the stress or strain distribution under various loads can be obtained, which provides a basis for structural damage identification, fatigue damage life evaluation and structural state evaluation (Tecchio et al, 2017; Li et al, 2012; Laflamme et al, 2016; Kaloop et al, 2016; Gunes et al, 2020; Bhalla and Kaur, 2018). The vibrating wire strain sensors and electricity resistance strain gauges implemented in the SHM system of Yangluo Yangtze River Bridge are used to monitor the strains or stresses of structural components (tower and steel box girder) under operational loadings such as wind, temperature, and traffic vehicles.…”

Numerical Investigation on the Dynamic Performance of Steel–Concrete Composite Continuous Rigid Bridges Subjected to Moving Vehicles

“…3 viaduct, the interface connection of the concrete deck plate and the steel main beam is achieved with shear nails, which are used as pinned connections to connect the concrete deck plate to the steel main beam. As one of the flexible connectors, the load-slip displacement principal structure relationship of the shear pegs can be described by exponential functions [22,23], such as  …”

“…3 viaduct, the interface connection of the concrete deck plate and the steel main beam is achieved with shear nails, which are used as pinned connections to connect the concrete deck plate to the steel main beam. As one of the flexible connectors, the load-slip displacement principal structure relationship of the shear pegs can be described by exponential functions [22,23], such as (1 − e −m•x ) n , or hyperbolic functions [24], such as a•x 1+b•x . Among others, Ollgaard and Buttry [25] defined more classical load-slip displacement equations, as shown in Equations ( 1) and ( 2).…”