Damage detection using transmissibility compressed by principal component analysis enhanced with distance measure
Abstract
Detecting structural damage in operational conditions still encounters some difficulties, especially in early-stage, as environmental varieties impose challenges in real engineering applications and may require large computational efforts in the structural health monitoring and potential maintenance. Unlike conventional strategies employing frequency response function or response data, a damage detection methodology is addressed in this study by employing transmissibility functions that retains a strong interrelation with structural damage or deterioration, in order to avoid the measurement of excitation, together with principal component analysis that leads to reduction in computational costs. In this procedure, transmissibility is extracted from the structural responses and main features are selected by principal component analysis for less computational costs. Then, via distance measures damage indicators are constructed for both intact and damaged states, and finally a numerical simulation with a clamped-clamped beam and a four-story benchmark are adopted to verify the applicability of the proposed procedure. The results demonstrate a good performance in structural damage detection.
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Acquired transmissibility functions are affected by noise due to measurement noises of accelerometers and numerical errors associated with estimators.
“Accordingly, the acquired TFs turn out to be affected by noise, due to both the measurement noises of the accelerometers and to the numerical errors associated to the estimators.”
In real applications or laboratory tests, transmissibility functions are obtained by collecting measurements from accelerometers and calculating the associated frequency response functions using appropriate estimators.
“Note that, in real applications or laboratory tests the TFs are obtained by collecting measurements from accelerometers and by calculating the associated FRFs using appropriate estimators.”
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- Authors
- Zhou, Y.-L., Maia, N. M., & Abdel Wahab, M.
- Affiliations
- Department of Civil and Environmental Engineering, National University of Singapore
- University of Lisbon (PT)
- Division of Computational Mechanics, Ton Duc Thang University, Ho Chi Minh City, Vietnam
- ORCID
- Maia, Nuno MM
- Venue
- Journal of Vibration and Control
- Publisher
- SAGE Publications
- Published
- 2016-10-20
- Volume
- 24
- Issue
- 10
- Pages
- 2001-2019
- ISSN
- 1077-5463 (ISSN-L)
- 1741-2986
- OpenAlex
- W2537252005
- Cited by
- 92
- References
- 57
- Citations by year
- 2026: 2 · 2025: 8 · 2024: 2 · 2023: 12 · 2022: 10 · 2021: 5 · 2020: 8 · 2019: 7 · 2018: 8 · 2017: 29 · 2016: 1
- FWCI
- 20.84
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Vibration and Control (publishedVersion)
- Ghent University Academic Bibliography (Ghent University) (submittedVersion)
- Funders
- Universiteit Gent
- Fundação para a Ciência e a Tecnologia
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Control and Systems Engineering › Machine Fault Diagnosis Techniques
- Physical Sciences › Engineering › Mechanics of Materials › Ultrasonics and Acoustic Wave Propagation
- Keywords
- structural damage detection, transmissibility function, principal component analysis, distance measures, damage index, structural health monitoring, feature selection, computational complexity reduction, clamped-clamped beam
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