Automated structural health monitoring based on adaptive kernel spectral clustering

被引:60
|
作者
Langone, Rocco [1 ]
Reynders, Edwin [2 ]
Mehrkanoon, Siamak [1 ]
Suykens, Johan A. K. [1 ]
机构
[1] Katholieke Univ Leuven, Stadius Ctr Dynam Syst Signal Proc & Data Analyt, ESAT, Kasteelpk Arenberg 10, B-3001 Leuven, Belgium
[2] Katholieke Univ Leuven, Dept Civil Engn, Kasteelpk Arenberg 40, B-3001 Leuven, Belgium
基金
欧洲研究理事会;
关键词
Structural health monitoring; Data normalization; Novelty detection; Bridge engineering; Adaptive kernel spectral clustering; DAMAGE CLASSIFICATION; TESTS; FAULT;
D O I
10.1016/j.ymssp.2016.12.002
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Structural health monitoring refers to the process of measuring damage-sensitive variables to assess the functionality of a structure. In principle, vibration data can capture the dynamics of the structure and reveal possible failures, but environmental and operational variability can mask this information. Thus, an effective outlier detection algorithm can be applied only after having performed data normalization (i.e. filtering) to eliminate external influences. Instead, in this article we propose a technique which unifies the data normalization and damage detection steps. The proposed algorithm, called adaptive kernel spectral clustering (AMC), is initialized and calibrated in a phase when the structure is undamaged. The calibration process is crucial to ensure detection of early damage and minimize the number of false alarms. After the calibration, the method can automatically identify new regimes which may be associated with possible faults. These regimes are discovered by means of two complementary damage (i.e. outlier) indicators. The proposed strategy is validated with a simulated example and with real-life natural frequency data from the Z24 pre-stressed concrete bridge, which was progressively damaged at the end of a one-year monitoring period. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:64 / 78
页数:15
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