4.8 Article

Model-Assisted Compressed Sensing for Vibration-Based Structural Health Monitoring

期刊

IEEE TRANSACTIONS ON INDUSTRIAL INFORMATICS
卷 17, 期 11, 页码 7338-7347

出版社

IEEE-INST ELECTRICAL ELECTRONICS ENGINEERS INC
DOI: 10.1109/TII.2021.3050146

关键词

Sensors; Monitoring; Vibrations; Informatics; Task analysis; Standards; Correlation; Compressed sensing (CS); model-assisted rakeness; operational modal analysis (OMA); structural health monitoring (SHM); wavelet packet transform (WPT)

资金

  1. INAIL within the BRIC/2018 [11]
  2. European Union [826452]

向作者/读者索取更多资源

The main challenge in implementing long-lasting vibration monitoring systems is the constantly evolving complexity of modern mesoscale structures. The study explores the feasibility of the rakeness-based compressed sensing approach to optimize data sampling rates, storage requirements, and communication payloads, demonstrating superior performance over conventional methods.
The main challenge in the implementation of long-lasting vibration monitoring systems is to tackle the constantly evolving complexity of modern mesoscale structures. Thus, the design of energy-aware solutions is promoted for the joint optimization of data sampling rates, onboard storage requirements, and communication data payloads. In this context, the present work explores the feasibility of the rakeness-based compressed sensing (Rak-CS) approach to tune the sensing mechanism on the second-order statistics of measured data. In particular, a novel model-assisted variant (MRak-CS) is proposed, which is built on a synthetic derivation of the spectral profile of the structure by pivoting on numerical priors. Moreover, a signal-adapted sparsity basis relying on the wavelet packet transform operator is conceived, which aims at maximizing the signal sparsity while allowing for a precise time-frequency localization. The adopted solutions were tested with experiments performed on a sensorized pinned-pinned steel beam. Results prove that the rakeness-based compression strategies are superior to conventional eigenvalue approaches and to standard CS methods. The achieved compression ratio is equal to seven and the quality of the reconstructed structural parameters is preserved even in presence of defective configurations.

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