Affiliation(s):
Department of Mechanical Engineering, Faculty of Engineering, Universiti Malaya, 50603 Kuala Lumpur, MALAYSIA;
moreAffiliation(s): Department of Mechanical Engineering, Faculty of Engineering, Universiti Malaya, 50603 Kuala Lumpur, MALAYSIA; Photonics Research Centre, Deputy Vice Chancellor (Research and Innovation) Office, Universiti Malaya, 50603 Kuala Lumpur, MALAYSIA;
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Pei Yi SIOW, Zhi Chao ONG, Shin Yee KHOO, Kok-Sing LIM. Noise robustness of an operational modal-based structural damage-detection scheme using impact-synchronous modal analysis[J]. Journal of Zhejiang University Science A, 1998, -1(3): .
@article{title="Noise robustness of an operational modal-based structural damage-detection scheme using impact-synchronous modal analysis", author="Pei Yi SIOW, Zhi Chao ONG, Shin Yee KHOO, Kok-Sing LIM", journal="Journal of Zhejiang University Science A", volume="-1", number="-1", pages="", year="1998", publisher="Zhejiang University Press & Springer", doi="10.1631/jzus.A2200620" }
%0 Journal Article %T Noise robustness of an operational modal-based structural damage-detection scheme using impact-synchronous modal analysis %A Pei Yi SIOW %A Zhi Chao ONG %A Shin Yee KHOO %A Kok-Sing LIM %J Journal of Zhejiang University SCIENCE A %V -1 %N -1 %P %@ 1673-565X %D 1998 %I Zhejiang University Press & Springer
TY - JOUR T1 - Noise robustness of an operational modal-based structural damage-detection scheme using impact-synchronous modal analysis A1 - Pei Yi SIOW A1 - Zhi Chao ONG A1 - Shin Yee KHOO A1 - Kok-Sing LIM J0 - Journal of Zhejiang University Science A VL - -1 IS - -1 SP - EP - %@ 1673-565X Y1 - 1998 PB - Zhejiang University Press & Springer ER -
Abstract: Data-driven damage-detection schemes are usually unsupervised machine learning models in practice, as these do not require any training. Vibration-based features are commonly used in these schemes but often require several other parameters to accurately correlate with damage, as they may not globally represent the model, making them less sensitive to damage. Modal data, such as Frequency Response Functions (FRFs) and Principal Component Analysis (PCA) reduced FRFs (PCA-FRFs), inherit the dynamic characteristics of the structure, and it changes when damage occurs, thus showing sensitivity to damage. However, noise from the environment or external sources such as wind, operating machines, or the in-service system itself, can reduce the modal data’s sensitivity to damage if not handled properly, which affects damage-detection accuracy. This paper proposes a noise-robust operational modal-based structural damage-detection scheme that uses Impact-Synchronous Modal Analysis (ISMA) to generate clean, static-like FRFs for damage diagnosis. ISMA allows modal data collection without requiring shutdown conditions, and its denoising feature aids in generating clean, static-like FRFs for damage diagnosis. Our results showed that the FRFs obtained through ISMA under noisy conditions have Frequency Response Assurance Criterion (FRAC) and Cross Signature Assurance Criterion (CSAC) scores greater than 0.9 when compared with FRFs obtained through Experimental Modal Analysis (EMA) under static conditions; this validates the denoising feature of ISMA. When the denoised FRFs are reduced to PCA-FRFs and used in an unsupervised learning-based damage-detection scheme, zero false alarms occur.
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