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
  • [1] Structural damage detection method using frequency response functions
    Bandara, Rupika P.
    Chan, Tommy H. T.
    Thambiratnam, David P.
    STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2014, 13 (04): : 418 - 429
  • [2] Damage detection of composite laminate structures using VMD of FRF contaminated by high percentage of noise
    Hassani, Sahar
    Mousavi, Mohsen
    Gandomi, Amir H. H.
    COMPOSITE STRUCTURES, 2022, 286
  • [3] Structural damage detection using principal component analysis of frequency response function data
    Esfandiari, Akbar
    Nabiyan, Mansureh-Sadat
    Rofooei, Fayaz R.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2020, 27 (07)
  • [4] Structural damage detection using a damage probability index based on frequency response function and strain energy concept
    Bagherahmadi, Seyed Ahdiye
    Seyedpoor, Seyed Mohammad
    STRUCTURAL ENGINEERING AND MECHANICS, 2018, 67 (04) : 327 - 336
  • [5] Structural Damage Identification Based on Strain Frequency Response Functions
    Shadan, Fariba
    Khoshnoudian, Faramarz
    Esfandiari, Akbar
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2018, 18 (12)
  • [6] Frequency response-based structural damage detection using Gibbs sampler
    Niu, Zirong
    JOURNAL OF SOUND AND VIBRATION, 2020, 470
  • [7] Structural damage detection using cross correlation functions of vibration response
    Wang, Le
    Yang, Zhichun
    Waters, T. P.
    JOURNAL OF SOUND AND VIBRATION, 2010, 329 (24) : 5070 - 5086
  • [8] Structural damage identification using co-evolution and frequency response functions
    Kouchmeshky, B.
    Aquino, W.
    Billek, Adam E.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2008, 15 (02) : 162 - 182
  • [9] Performance comparison structural damage detection based on frequency response function and power spectral density
    Hadizadeh-Bazaz, Mehrdad
    Navarro, Ignacio-Javier
    Yepes, Victor
    DYNA, 2022, 97 (05): : 493 - 500
  • [10] Applications of higher-order frequency response functions to the detection and damage assessment of general structural systems with breathing cracks
    Lin, R. M.
    Ng, T. Y.
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2018, 148 : 652 - 666