4.3 Article

Damage Detection for Expansion Joints of a Combined Highway and Railway Bridge Based on Long-Term Monitoring Data

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)CF.1943-5509.0001608

关键词

Combined highway and railway bridge; Expansion joint; Temperature; Displacement; Least squares support vector machine (LSSVM)

资金

  1. National Natural Science Foundation of China [51908191, 51678218]
  2. China Postdoctoral Science Foundation [2019M660103]
  3. Natural Science Fund for Excellent Young Scholars of Jiangsu Province [BK20170097]
  4. Fundamental Research Fund for the Central University [B210202038]

向作者/读者索取更多资源

This paper presents a method for establishing a temperature-displacement model using the LSSVM technique to detect damage in expansion joints. Input is extracted using PCA and parameters are optimized using HMFA to enhance model accuracy. Finally, damage thresholds are deduced using the Pauta criterion, demonstrating the effectiveness of the proposed method.
The operation performance of expansion joints is crucial to the driving safety of high-speed trains and the structural integrity of long-span bridges. However, the fact that displacement in expansion joints is influenced by multiple related thermal variables in a nonlinear way poses great challenges in evaluating the performance of expansion joints. In this paper, a method originating from the least squares support vector machine (LSSVM) technique is developed to establish a temperature-displacement model and detect damage in expansion joints. The principal component analysis (PCA) is first introduced to extract inputs for the LSSVM-based temperature-displacement model with the aim of removing correlations among thermal variables. The hybrid movement firefly algorithm (HMFA), which integrates directional movement and nondirectional movement to enhance the global searching ability of the original firefly algorithm, is then proposed to optimize the parameters in the LSSVM-based temperature-displacement model and improve the model accuracy. Finally, the Pauta criterion is adopted to deduce damage thresholds from residual errors between the monitored displacement and the predicted results. The proposed method is verified by data recorded in a sophisticated structural health monitoring system deployed on the Tongling Yangtze River Bridge, which is a combined railway and highway bridge. The results demonstrate that after improvement by PCA and HMFA, the prediction accuracy of the LSSVM-based temperature-displacement model is dramatically improved. The threshold can reliably indicate damage in expansion joints.

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