Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test. (1st February 2017)
- Record Type:
- Journal Article
- Title:
- Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test. (1st February 2017)
- Main Title:
- Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test
- Authors:
- Shahsavari, Vahid
Chouinard, Luc
Bastien, Josée - Abstract:
- Highlights: The most likely location of damage was studied on an experimental beam. The localization procedure was based on a sequence of statistical procedures. Damage detection corresponds to the localization of damage at small levels. The mechanism relies on signal denoising of a set of repeat measurements. Statistical analysis was performed to assess significant changes on selected features. Abstract: This paper presents a case study on statistical procedures for the detection and localization of damage along a beam. Tests are performed on a specially designed beam consisting of an assembly of three bolted sections under laboratory conditions to simulate various levels of incremental damage at two possible locations along the beam. Incremental damage is simulated by sequentially removing plate elements at each location. In this work, damage detection algorithms are tested to detect low levels of incremental damage which is usually challenging given the high noise to signal ratio. The beam is tested for two end restraint conditions, pinned-pinned and fixed-fixed. The detection algorithm combines various statistical techniques with a wavelet-based vibration damage detection method to improve the detection of low levels of incremental damage and further proposes a novel likelihood-based approach for the localization of damage along the beam. A Continuous Wavelet Transform (CWT) analysis is applied to the first mode of vibration of the beam obtained from a set of 16 equallyHighlights: The most likely location of damage was studied on an experimental beam. The localization procedure was based on a sequence of statistical procedures. Damage detection corresponds to the localization of damage at small levels. The mechanism relies on signal denoising of a set of repeat measurements. Statistical analysis was performed to assess significant changes on selected features. Abstract: This paper presents a case study on statistical procedures for the detection and localization of damage along a beam. Tests are performed on a specially designed beam consisting of an assembly of three bolted sections under laboratory conditions to simulate various levels of incremental damage at two possible locations along the beam. Incremental damage is simulated by sequentially removing plate elements at each location. In this work, damage detection algorithms are tested to detect low levels of incremental damage which is usually challenging given the high noise to signal ratio. The beam is tested for two end restraint conditions, pinned-pinned and fixed-fixed. The detection algorithm combines various statistical techniques with a wavelet-based vibration damage detection method to improve the detection of low levels of incremental damage and further proposes a novel likelihood-based approach for the localization of damage along the beam. A Continuous Wavelet Transform (CWT) analysis is applied to the first mode of vibration of the beam obtained from a set of 16 equally spaced unidirectional accelerometers measuring dynamic acceleration response of the beam. A Principal Component Analysis (PCA) is performed on the wavelet coefficients in order to extract the main patterns of variation of the coefficients and to filter out noise. The scores of the first principal component are shown to be highly correlated with damage levels as demonstrated by statistical tests on changes on the location parameter of the scores in successive damage states. Given that statistically significant damage is detected, a Likelihood Ratio (LR) test is proposed to determine the most likely location of incremental damage along the beam. The results indicate that the algorithm is very efficient to detect damage at multiple locations and for the two end restraint conditions investigated. … (more)
- Is Part Of:
- Engineering structures. Volume 132(2017:Feb. 01)
- Journal:
- Engineering structures
- Issue:
- Volume 132(2017:Feb. 01)
- Issue Display:
- Volume 132 (2017)
- Year:
- 2017
- Volume:
- 132
- Issue Sort Value:
- 2017-0132-0000-0000
- Page Start:
- 494
- Page End:
- 507
- Publication Date:
- 2017-02-01
- Subjects:
- Damage detection and localization -- Mode shape -- Wavelet -- Principal component analysis -- Likelihood ratio
Structural engineering -- Periodicals
Structural analysis (Engineering) -- Periodicals
Construction, Technique de la -- Périodiques
Génie parasismique -- Périodiques
Pression du vent -- Périodiques
Earthquake engineering
Structural engineering
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624.105 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01410296 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engstruct.2016.11.056 ↗
- Languages:
- English
- ISSNs:
- 0141-0296
- Deposit Type:
- Legaldeposit
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- Available online (eLD content is only available in our Reading Rooms) ↗
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- British Library DSC - 3770.032000
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