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Damage identification using 2-D discrete wavelet transform on extended operational mode shapes

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this paper a new scheme of damage detection and localisation is presented by implementing frequency response functions (FRFs) of damaged structure only. First damage sensitive shape signals are generated by taking the second order derivatives of the operational mode shapes at each frequency coordinate and then the anti-symmetric extension of each shape signal at the beginning and at the end of the signal is created to avoid boundary distortion phenomenon. In order to highlight the damage influence on shape signals, the shape signals are normalised with respect to the maximum value to adjust the amplitude difference between shape signals at different frequencies. It is illustrated that normalisation of shape signals significantly improves the damage localisation results. After normalising the shape signals, a two-dimensional (2-D) map of all shape signals is created and then is analysed by employing 2-D discrete wavelet transform (DWT). By performing 2-D DWT, three sets of horizontal, vertical and diagonal detailed wavelet coefficients will be obtained. It is demonstrated that amongst these three sets, horizontal detail coefficients are the most sensitive ones to any perturbation in the shape signals due to damage occurrence and, thus, are utilised to localise damage in this study.
Rocznik
Strony
698--710
Opis fizyczny
Bibliogr. 36 poz., wykr.
Twórcy
  • Centre for Built Infrastructure Research (CBIR), School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW, Australia
autor
  • Centre for Built Infrastructure Research (CBIR), School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW, Australia
autor
  • Institute for Infrastructure Engineering, University of Western Sydney, Australia
Bibliografia
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  • [2] T. Pothisiri, K. Hjelmstad, Structural damage detection and assessment from modal response, Journal of Engineering Mechanics 129 (2) (2003) 135–145.
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  • [33] M. Makki Alamdari, B. Samali, J. Li, Damage localization based on symbolic time series analysis, Structural Control and Health Monitoring 22 (1) (2014).
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  • [35] M. Cao, L. Cheng, Z. Su, H. Xu, A multi-scale pseudo-force model in wavelet domain for identification of damage in structural components, Mechanical Systems and Signal Processing 28 (2012) 638–659.
  • [36] M. Cao, M. Radzieński, W. Xu, W. Ostachowicz, Identification of multiple damage in beams based on robust curvature mode shapes, Mechanical Systems and Signal Processing 46 (2) (2014) 468–480.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3cf60175-ae73-47d4-ba00-1fa4d1df18cc
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