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Fatigue Damage Identification in Precast Truss Girders Using Relative Wavelet Entropy

 Fatigue Damage Identification in Precast Truss Girders Using Relative Wavelet Entropy
Author(s): ,
Presented at IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, published in , pp. 3283-3290
DOI: 10.2749/222137817822208870
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An experimental implementation of a relative wavelet entropy (RWE)-based structural damage identification technique (DIT) is presented. The technique is capable of detecting and localizing structur...
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Bibliographic Details

Author(s): (University of Calgary, Calgary, AB, Canada)
(University of Calgary, Calgary, AB, Canada)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Published in:
Page(s): 3283-3290 Total no. of pages: 8
Page(s): 3283-3290
Total no. of pages: 8
Year: 2017
DOI: 10.2749/222137817822208870
Abstract:

An experimental implementation of a relative wavelet entropy (RWE)-based structural damage identification technique (DIT) is presented. The technique is capable of detecting and localizing structural damage, as well as estimating its severity, without the need for any data to be collected from undamaged (reference) state of structure. The bases of this reference-free DIT are: (1) structural damage changes the energy distribution of bridges’ vibrational signals; (2) these changes are detectable by means of discrete wavelet transforms (DWTs); and (3) the detected changes can be quantified using spectral entropy. The efficacy of the proposed RWE-based DIT in identification of structural damage has been verified through its application on a precast bridge truss girder system tested under fatigue loading. The girder consists of glass fibre-reinforced polymer (GFRP) tubes filled with concrete reinforced and connected to pretensioned top and bottom concrete chords by double-headed GFRP bars.‌

Keywords:
bridges fatigue FRP vibration damage identification relative wavelet entropy