ASDAH: An automated structural change detection algorithm based on the Hilbert-Huang transform

被引:32
作者
Carbajo, Esther Simon [1 ]
Carbajo, Ricardo Simon [1 ]
Mc Goldrick, Ciaran [1 ]
Basu, Biswajit [2 ]
机构
[1] Trinity Coll Dublin, Sch Comp Sci & Stat, Dublin, Ireland
[2] Trinity Coll Dublin, Sch Engn, Dublin, Ireland
关键词
Automated online algorithm; Structural change detection; Hilbert-Huang transform; EMD; Energy-based frequency weighting; EMPIRICAL MODE DECOMPOSITION; SYSTEM-IDENTIFICATION; DAMAGE DETECTION; WAVELET TRANSFORM; FAULT-DETECTION; TIME-FREQUENCY; STIFFNESS; CONTROLLER; PARAMETERS; BUILDINGS;
D O I
10.1016/j.ymssp.2013.06.010
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A novel automated structural change detection algorithm is presented in this paper. The algorithm is principally based on a windowed Hilbert-Huang transform of online data, and incorporates a combination of energy based averaging and moving window averaging. The expected system behaviour is characterised during a dynamic parameterisation and training phase. A hierarchical alarm mechanism is employed to account for short and long term changes in the structural properties. The algorithm has been validated in an experimental setting with two different structures: a single degree of freedom (SDOF) discrete dynamical system and a 2.5 kW wind turbine blade. The system has been shown to reliably and promptly detect structural changes in both structures, one with a stiffness variation and the other with mass variation. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:78 / 93
页数:16
相关论文
共 59 条
[1]   A frequency domain method for estimating the parameters of a non-linear structural dynamic model through feedback [J].
Adams, DE ;
Allemang, RJ .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2000, 14 (04) :637-656
[2]  
[Anonymous], 22 IR SIGN SYST C IS
[3]  
[Anonymous], 2001, Nonlinearity in Structural Dynamics: Detection, Identification and Modelling, DOI DOI 10.1201/9780429138331
[4]   Identification of stiffness degradation in structures using wavelet analysis [J].
Basu, B .
CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (09) :713-721
[5]  
Basu Biswajit, 2007, International Journal of Materials and Structural Integrity, V1, P238, DOI 10.1504/IJMSI.2007.013875
[6]   A wavelet-based time-varying adaptive LQR algorithm for structural control [J].
Basu, Biswajit ;
Nagarajaiah, Satish .
ENGINEERING STRUCTURES, 2008, 30 (09) :2470-2477
[7]   Online identification of linear time-varying stiffness of structural systems by wavelet analysis [J].
Basu, Biswajit ;
Nagarajaiah, Satish ;
Chakraborty, Arunasis .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2008, 7 (01) :21-36
[8]   Identification of modal parameters of a mdof system by modified L-P wavelet packets [J].
Chakraborty, Arunasis ;
Basu, Biswajit ;
Mitra, Mira .
JOURNAL OF SOUND AND VIBRATION, 2006, 295 (3-5) :827-837
[9]   H-/H∞ structural damage detection filter design using an iterative linear matrix inequality approach [J].
Chen, B. ;
Nagarajaiah, S. .
SMART MATERIALS & STRUCTURES, 2008, 17 (03)
[10]   Structural damage detection using decentralized controller design method [J].
Chen, Bilei ;
Nagarajaiah, Satish .
SMART STRUCTURES AND SYSTEMS, 2008, 4 (06) :779-794