Switching Bayesian dynamic linear model for condition assessment of bridge expansion joints using structural health monitoring data. (November 2021)

• Record Type: Journal Article
• Authors: Zhang, Yi-Ming; Wang, Hao; Bai, Yu; Mao, Jian-Xiao; Chang, Xiang-Yu; Wang, Li-Bin
• Is Part Of: Mechanical systems and signal processing. Volume 160(2021)
• Publication Date: 2021-11
• Subjects: Expansion joints -- Condition assessment -- Bayesian dynamic linear model -- Markov-switching theory -- Structural health monitoring -- Long-span bridges; Structural dynamics -- Periodicals; Vibration -- Periodicals; Constructions -- Dynamique -- Périodiques; Vibration -- Périodiques; Structural dynamics; Vibration; Periodicals; 621
• DOI: 10.1016/j.ymssp.2021.107879
• Languages: English
• ISSNs: 0888-3270

Abstract

Highlights: An approach based on the BDLM and Markov-switching theory is presented for condition assessment of bridge expansion joints. The EM and NR approaches are compared for estimating parameters of switching BDLM. The temperature effect on the displacement is modeled by the superposition of harmonic components in BDLM. The switching BDLM offers the transition probability from normal to degradation state of bridge expansion joints. Abstract: Age-related deterioration and premature failure have been primary concerns for bridge expansion joints. It is essential to improve the understanding of their operational performance. The existing approaches mainly formulate the deterministic/probabilistic temperature-displacement relationship (TDR) model to assess the structural condition of bridge expansion joints. Nevertheless, it is not easy to guarantee a strong correlation between representative temperature and displacement. Rather than establishing the TDR model, this work uses the displacement response to evaluate the expansion joint condition by combining the Bayesian dynamic linear model (BDLM) with Markov-switching theory. The external temperature effect on the displacement is modeled by the superposition of harmonic components in BDLM. The expectation–maximization (EM) algorithm initialized by the subspace method is employed to optimize the initial parameters. The presented approach is validated through the simulated data, and then it is applied to the expansion joint of a long-span bridge. Results show that EM with the subspace method involves high computational accuracy and efficiency in estimating unknown parameters compared to the Newton-Raphson approach. The switching BDLM successfully identifies the degradation process of expansion joints and offers the transition probability from the normal to other states.