Damage Identification of Frame Structures Based on Compressed Signal Processing

Authors

    Bangbang Hu, Yichun Ren School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, Hunan Province, China School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, Hunan Province, China

Keywords:

Compressed sensing, Damage identification, Wavelet packet decomposition, Characteristic energy vector, Numerical simulation

Abstract

In view of the huge amount of data generated in the process of structural health monitoring and the huge burden on data storage, a structural damage identification method based on compressed sensing is proposed. This method first reduces the dimension of the original signal by means of compressive perception theory and characterizes the original damage signal by replacing the original signal with the compressed signal. Then, the compressed signal is wavelet packet decomposition and damage identification is performed by constructing energy eigenvectors. In order to better reflect the advantages of compressive perception applied to structural damage identification, the processed compressed signal is compared with the original signal for damage identification. A three-story reinforced concrete frame is simulated by finite element software ABAQUS, which is verified by the damage identification method and numerical examples. The results show that the proposed method can accurately identify structural damage using compressed signals and obtain more accurate recognition results while reducing the computational load.

References

Wang Y, Hao H, 2013, Damage Identification Scheme Based on Compressive Sensing. Journal of Computing in Civil Engineering, 29(2): 04014037.

Li H, Ai D, Zhu H, 2022, Steel Structure Damage Identification Based on Compressed Impedance Signal Reconstruction Using Compressed Sensing Theory. Journal of Building Structures, (2022): 1–10.

Yao R, Pzkzads PV, 2017, Compressive Sensing-Based Structural Damage Detection and Localization Using Theoretical and Metaheuristic Statistics. Structural Control and Health Monitoring, 24(4): e1881.

Zheng L, Yan W, 2015, Damage Detection in a Steel Frame Using Compressed EMI Signatures Based on Compression Sensing Theory, 2015 International Conference on Applied Science and Engineering Innovation, Atlantis Press, Amsterdam, 313–317.

Chen W, Wang Z, Zhao H, et al., 2021, Bearing Fault Diagnosis Method Based on Compressed Sensing and Improved Deep Extreme Learning Machine. Journal of Mechanical Strength, 43(4): 779–785.

Li M, Yuan Y, 2021, Research on Fault Signal Extraction Technology of Rolling Bearings Based on Compressed Sensing. Journal of Dalian Jiaotong University, 42(3): 21–26.

Lu C, Liu Y, 2015, RIP Criterion in Compressed Sensing Theory. Automation and Instrumentation, 2015(8): 211–213.

Wu Z, 2019, Bridge Damage Identification Based on Optimal Wavelet Packet Decomposition Under Moving Loads, dissertation, Wuhan University of Technology.

Ma J, 2005, Research on Fault Diagnosis Methods of Rolling Bearings in Electromechanical Systems, dissertation, Taiyuan University of Technology.

Ren Y, Zhang J, Liu Z, 2011, Wavelet Packet Identification Method for Reinforced Concrete Beam Damage. Journal of Vibration, Measurement, and Diagnosis, 31(5): 605–609, 665.

Downloads

Published

2024-12-16