Bridge anomaly detection based on reconstruction error and structural similarity of unsupervised convolutional auto-encoder

Author:

Teng Shuai12,Liu Zongchao3,Luo Wenjun1,Chen Gongfa1,Cheng Li4

Affiliation:

1. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China

2. Research Center for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou, China

3. School of Civil Engineering, Guangzhou University, Guangzhou, China

4. Department of Mechanical Engineering, The Hong Kong Polytechnic University, Hong Kong, China

Abstract

This study presents a novel bridge anomaly detection approach that employs the reconstruction error and structural similarity of an unsupervised convolutional auto-encoder. The presence of structural damage in a bridge typically results in changes in its vibration signals, and thus, the use of these signals for structural damage detection (SDD) has been widely investigated, with many methods relying on supervised learning. However, such existing SDD methods based on the supervised learning require prior knowledge of the damage states and cannot process monitoring data in real-time, thereby limiting their application to in-service bridges. To address this challenge, the authors propose the use of a convolutional auto-encoder as the reconstruction algorithm for real-time vibration signals. The auto-encoder is trained using normal signals and then used to reconstruct new inputs (either normal or abnormal). Two damage indicators (reconstruction error and structural similarity) are then calculated based on the reconstruction results and clustered to detect abnormal signals. The proposed approach was applied to the detection of various abnormalities in the old ADA Bridge, the results were 100% accurate, and about a 10% increase in accuracy was observed when compared to other control experiments. These results demonstrate the effectiveness of the proposed approach, with the auto-encoder achieving excellent reconstruction results for normal signals and clear discrepancies for abnormal signals. The proposed method was also validated on a cable-stayed bridge and an arch bridge, demonstrating its wide applicability in bridge anomaly detection.

Funder

National Natural Science Foundation of China

Publisher

SAGE Publications

Subject

Mechanical Engineering,Biophysics

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