Johansen cointegration of frequency response functions contaminated with nonstationary colored noise for structural damage detection

被引:18
|
作者
Hassani, Sahar [1 ]
Mousavi, Mohsen [2 ]
Dackermann, Ulrike [1 ]
机构
[1] Univ New South Wales, Ctr Infrastruct Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW, Australia
[2] Univ Technol Sydney, Fac Engn & IT, Ultimo, NSW 2007, Australia
关键词
Damage identification; Nonstationary colored noise; Frequency response function; Johansen cointegration; Composite laminate plates; COMPOSITE PLATES; NATURAL FREQUENCIES; IDENTIFICATION;
D O I
10.1016/j.jsv.2023.117641
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This study proposes an effective damage detection method for laminated composite structures under the influence of nonstationary colored noise using condensed Frequency Response Functions (CFRFs) as damage-sensitive features (DSF). For structural health monitoring (SHM), the effect of FRF contamination with stationary white noise has primarily been explored for stationary white noise pollution, with only a few studies investigating contamination with highly correlated nonstationary colored noise, e.g., Brown noise. In the investigation, CFRFs are contaminated with signal noise produced by Brownian motion of two different signal-to-noise ratios, i.e., 20 and 10. This contamination leads to nonstationary patterns, which present a challenge for vibration-based damage detection. Therefore, in this study, a robust method based on Johansen cointegration - a concept from the field of econometrics - is developed. The proposed method aims at deriving a stationary representation of nonstationary measured CFRF signals to be subsequently fed into a sensitivity-based model-updating problem. To validate the method, it is applied to numerical examples of laminated composite plates with different numbers of ply orientations. The superior capabilities of the proposed method are demonstrated by comparing it against two state-of-the-art methods from the literature and a method based on the Sum of Unwrapped Instantaneous Hilbert Phase (SUIHP) of CFRFs previously developed by the authors. A novel metric based on the notion of mutual information is proposed to decipher why exactly the proposed method is superior to its preceding alternative. The results show that the new DSF can capture significantly more information from noisy CFRFs than the previously developed DSF. As such, for half of the cases, the proposed DSF was able to capture more than 80% of information from the colored-noisy CFRFs. This is in contrast to the previously developed method that can only capture less than 40% of information for all the cases.
引用
收藏
页数:27
相关论文
共 50 条
  • [31] Probabilistic structural damage detection approaches based on structural dynamic response moments
    Lei, Ying
    Yang, Ning
    Xia, Dandan
    SMART STRUCTURES AND SYSTEMS, 2017, 20 (02) : 207 - 217
  • [32] Robust structural damage detection and localization based on joint approximate diagonalization technique in frequency domain
    Cao, Shancheng
    Ouyang, Huajiang
    SMART MATERIALS AND STRUCTURES, 2017, 26 (01)
  • [33] Structural damage detection using a parked vehicle induced frequency variation
    He, Wen-Yu
    Ren, Wei-Xin
    ENGINEERING STRUCTURES, 2018, 170 : 34 - 41
  • [34] Structural damage detection considering sensor performance degradation and measurement noise effect
    Ma, Sheng-Lan
    Jiang, Shao-Fei
    Li, Jun
    MEASUREMENT, 2019, 131 : 431 - 442
  • [35] Structural damage quantification using ensemble-based extremely randomised trees and impulse response functions
    Chencho
    Li, Jun
    Hao, Hong
    Wang, Ruhua
    Li, Ling
    STRUCTURAL CONTROL & HEALTH MONITORING, 2022, 29 (10)
  • [36] Damage detection in plate structures using frequency response function and 2D-PCA
    Khoshnoudian, Faramarz
    Bokaeian, Vahid
    SMART STRUCTURES AND SYSTEMS, 2017, 20 (04) : 427 - 440
  • [37] Matrix of the Covariance of Unit Impulse Response Function for time-frequency damage detection and monitoring
    Li, X. Y.
    Wang, L. X.
    EURODYN 2014: IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, 2014, : 2635 - 2641
  • [38] Damage identification using noisy frequency response functions based on topology optimization
    Saito, Akira
    Sugai, Ryo
    Wang, Zhongxu
    Saomoto, Hidetaka
    JOURNAL OF SOUND AND VIBRATION, 2023, 545
  • [39] Structural Damage Identification with Extracted Impulse Response Functions and Optimal Sensor Locations
    Li, Jun
    Hao, Hong
    Fan, Xingyu
    ELECTRONIC JOURNAL OF STRUCTURAL ENGINEERING, 2015, 14 (01): : 123 - 132
  • [40] Response surface methodology for damage detection using frequency and mode shape
    Umar, Sarehati
    Bakhary, Norhisham
    Abidin, A. R. Z.
    MEASUREMENT, 2018, 115 : 258 - 268