Vibration-based Bayesian model updating of an actual steel truss bridge subjected to incremental damage. (1st June 2022)

• Record Type: Journal Article
• Authors: Zhou, Xin; Kim, Chul-Woo; Zhang, Feng-Liang; Chang, Kai-Chun
• Is Part Of: Engineering structures. Volume 260(2022)
• Publication Date: 2022-06-01
• Subjects: Bayesian model updating -- Damage detection -- Field vibration test -- Markov chain Monte Carlo -- Steel truss bridge; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2022.114226
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Vibration-based model updating and damage detection of an actual steel truss bridge is conducted. Possibility of damage detection of the actual steel truss bridge was observed by means of the vibration-based model updating. Importance of damage modeling in FE model updating based on vibration measurements is revealed. Importance of model classes in the FE model updating is revealed. Importance of the physical meaning of model parameters in the model updating is revealed. Abstract: As the finite element (FE) model has become increasingly important in engineering, the model updating method has also received much attention as a means of improving the structural FE model accuracy. However, the objectives of many earlier studies have been laboratory experiments and numerical simulations. Actual structures have not been adequately investigated. This report describes work on a vibration-based Bayesian model updating for an actual steel truss bridge. The transitional Markov chain Monte Carlo (TMCMC) sampling method was used to estimate the posterior distribution. A field experiment assessing this target bridge was conducted under five damage scenarios. Then a fast Bayesian FFT method was used to identify the modal properties. Based on sensitivity analysis, three model classes were proposed for the model updating process of the target bridge. In all cases, the updated modal properties were found to fit well with the experimental data, whereas the updated model parameters cannot. The case with more prior information identified the structural damage. Results demonstrate that making full use of prior information can improve the model updating accuracy. Feasibility of damage detection was observed for an actual steel truss bridge based on the FE model updating method.