Two-dimensional modal curvature estimation via Fourier spectral method for damage detection

被引:63
作者
Yang, Zhi-Bo [1 ,2 ]
Radzienski, Maciej [2 ]
Kudela, Pawel [2 ]
Ostachowicz, Wieslaw [2 ]
机构
[1] Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Peoples R China
[2] Polish Acad Sci, Inst Fluid Flow Machinery, PL-80231 Gdansk, Poland
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Two-dimensional Fourier transform; Two-dimensional modal curvature; Damage detection; Spatial filtering; Composite structures; WAVELET TRANSFORM; ISOGEOMETRIC ANALYSIS; STATIC DEFLECTION; TEAGER ENERGY; IDENTIFICATION; PLATES; SHAPE; LOCALIZATION; COMPOSITE; BEAMS;
D O I
10.1016/j.compstruct.2016.04.001
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Modal curvature is one of the most important damage indices utilized in the damage identification for composite structures. However, few kinds of sensors can provide the measure for modal curvature directly. The lack of direct measurement method for modal curvature necessitates the use of the central difference estimation, which reduces the stability of the algorithm. Noise is severely amplified by the central difference, and hence limits the damage identification through the use of modal curvature estimation. Instead of numerical differentiation, the two-dimensional Fourier spectral method is employed to conduct the two-dimensional modal curvature estimation in this paper. The use of Fourier spectral method over the conventional central difference operator gives the proposed methodology the following advantages: (1) Spectral calculations for spatial derivatives are implemented in global space, thus noise can be suppressed. The k-domain generated in algorithm provides the space for spatial filtering. (2) The precise estimation for modal curvatures can be obtained by aid of the trigonometric interpolation in spectral method. (3) The proposed method calculates the modal curvatures based on fast Fourier transform, thus the efficiency is ensured. By the numerical and experimental comparisons with the classical central difference method, the suitability of the present method is verified for composite structures. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:155 / 167
页数:13
相关论文
共 50 条
  • [41] Damage Detection Method Based on Element Modal Strain Energy Sensitivity
    Yan, Wang-Ji
    Huang, Tian-Li
    Ren, Wei-Xin
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2010, 13 (06) : 1075 - 1088
  • [42] A two-step approach for damage detection in laminated composite structures using modal strain energy method and an improved differential evolution algorithm
    Vo-Duy, T.
    Ho-Huu, V.
    Dang-Trung, H.
    Nguyen-Thoi, T.
    [J]. COMPOSITE STRUCTURES, 2016, 147 : 42 - 53
  • [43] Interior two-dimensional acoustic modelling and modal analysis using isogeometric approach
    Jin, Guoyong
    Xue, Yaqiang
    Zhang, Chunyu
    Ye, Tiangui
    Shi, Kangkang
    [J]. JOURNAL OF SOUND AND VIBRATION, 2019, 453 : 103 - 125
  • [44] Baseline-free structural damage identification for plate-like structures based on two-dimensional curvature propagating flexural waves
    Zhou, Wei
    Xu, Y. F.
    Kim, J. S.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2022, 536
  • [45] Damage detection in offshore jacket platforms with limited modal information using the Damage Submatrices Method
    Perez, Jose Enrique R.
    Rodriguez, Ramses
    Omar Vazquez-Hernandez, Alberto
    [J]. MARINE STRUCTURES, 2017, 55 : 78 - 103
  • [46] Detection and Estimation of Damage in Framed Structures Using Modal Data
    De Silva, W. A. R. K.
    Lewangamage, C. S.
    Jayasinghe, M. T. R.
    [J]. 2019 MORATUWA ENGINEERING RESEARCH CONFERENCE (MERCON) / 5TH INTERNATIONAL MULTIDISCIPLINARY ENGINEERING RESEARCH CONFERENCE, 2019, : 680 - 685
  • [47] Two Dimensional Damage Localization Using the Interpolation Method
    Limongelli, Maria Pina
    [J]. DAMAGE ASSESSMENT OF STRUCTURES X, PTS 1 AND 2, 2013, 569-570 : 860 - 867
  • [48] Damage detection in plates using two-dimensional directional Gaussian wavelets and laser scanned operating deflection shapes
    Xu, Wei
    Radzienski, Maciej
    Ostachowicz, Wieslaw
    Cao, Maosen
    [J]. STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2013, 12 (5-6): : 457 - 468
  • [49] Wave propagation in random media, parameter estimation and damage detection via stochastic Fourier integral operators
    Oberguggenberger, Michael
    Schwarz, Martin
    [J]. JOURNAL OF SOUND AND VIBRATION, 2021, 513
  • [50] The Baseline Stiffness Method for Damage Detection in Buildings Without Baseline Modal Parameters
    Rodriguez, Ramses
    Alberto Escobar, J.
    Gomez, Roberto
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2011, 15 (03) : 433 - 448