A Tensor-Based Structural Damage Identification and Severity Assessment

被引:27
作者
Anaissi, Ali [1 ]
Alamdari, Mehrisadat Makki [2 ]
Rakotoarivelo, Thierry [3 ]
Nguyen Lu Dang Khoa [3 ]
机构
[1] Univ Sydney, Fac Engn & IT, Sydney, NSW 2006, Australia
[2] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[3] CSIRO, Data 61, 13 Garden St, Eveleigh, NSW 2015, Australia
来源
SENSORS | 2018年 / 18卷 / 01期
基金
澳大利亚研究理事会;
关键词
tensor analysis; damage identification; damage severity assessment; structural health monitoring (SHM); BRIDGE;
D O I
10.3390/s18010111
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Early damage detection is critical for a large set of global ageing infrastructure. Structural Health Monitoring systems provide a sensor-based quantitative and objective approach to continuously monitor these structures, as opposed to traditional engineering visual inspection. Analysing these sensed data is one of the major Structural Health Monitoring (SHM) challenges. This paper presents a novel algorithm to detect and assess damage in structures such as bridges. This method applies tensor analysis for data fusion and feature extraction, and further uses one-class support vector machine on this feature to detect anomalies, i.e., structural damage. To evaluate this approach, we collected acceleration data from a sensor-based SHM system, which we deployed on a real bridge and on a laboratory specimen. The results show that our tensor method outperforms a state-of-the-art approach using the wavelet energy spectrum of the measured data. In the specimen case, our approach succeeded in detecting 92.5% of induced damage cases, as opposed to 61.1% for the wavelet-based approach. While our method was applied to bridges, its algorithm and computation can be used on other structures or sensor-data analysis problems, which involve large series of correlated data from multiple sensors.
引用
收藏
页数:17
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