Fatigue reliability assessment of steel bridges considering spatial correlation in system evaluation

Abstract

Fatigue is among the most critical forms of deterioration damage that occurs to steel bridges. The performance of steel bridges, which may be seriously affected due to fatigue, should be assessed and predicted. However, the code-based reliability assessment only provides a clear criterion for single details. The whole bridge or a splitting system from the bridge may contain many details which brings system impact on the fatigue assessment. In this paper the system reliability of steel bridges is addressed with focus on the influence of spatial correlations between similar fatigue sensitive details. The study is conducted on a typical riveted railway bridge, from which a subsystem is selected and modelled as a weakest link system. It is assumed that all details in the system are equicorrelated. An efficient modeling approach has been developed to quantify the correlation and help estimate the system reliability analytically. A parametric study was performed to determine the system effects on the fatigue reliability assessment and identify the decisive variables.

Reliability Assessment of RC Bridges Subjected to Seismic Loadings

“…Based on the above, several researchers have proposed different approaches to evaluating structural reliability. For example, [1,2] estimate the probability failure of structures by means of the Monte Carlo simulation technique using FORM and SORM methods; [3] provide a framework to estimate the time-dependent risk in a multihazard environment in bridges; [4] present a reliability analysis to predict the probability of failure in bridges using the Markov model; [5] estimate the probability of failure of railway bridges for high-speed trains; [6] propose a reliability assessment in steel bridges considering deterioration due to fatigue.…”