Damage detection in nonlinear vibrating structures using model updating

被引:3
|
作者
Prawin, J. [1 ]
Rama Mohan Rao, A. [1 ]
Lakshmi, K. [1 ]
机构
[1] CSIR Struct Engn Res Ctr, CSIR Campus, Chennai, Tamil Nadu, India
关键词
Nonlinear systems; Finite element method; Model updating; Damage detection; Principal component analysis; MCHADS algorithm; Differential search; REVERSE PATH; PARAMETRIC IDENTIFICATION; SYSTEM-IDENTIFICATION; OPTIMIZED PARTITIONS; SEARCH ALGORITHM;
D O I
10.1007/s00366-021-01397-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents two distinct model updating strategies for dynamical systems with local nonlinearities based on acceleration time history responses measured spatially across the vibrating structure. Both linear and nonlinear parameters are calibrated by minimizing the selected metric based on measured and predicted response using the newly proposed variant of differential search algorithm named as multi-cluster hybrid adaptive differential search (MCHADS) algorithm. The first model updating strategy involves the decoupling of linear and nonlinear characteristics of the system. In this scheme, we first establish the dynamic stiffness matrix using input and output measurements and then the underlying linear system is alone updated using it. Later, localization of the nonlinear attachment is attempted using the inverse property of the FRF of the nonlinear system and the established dynamic stiffness matrix of the underlying linear system from the previous step. Once the linear system is updated and with the already identified location(s) of nonlinear attachment(s), the nonlinear parameters are identified by formulating it as an optimization problem using the proposed MCHADS algorithm. The major advantage of the first approach is the reduction of the complex problem of nonlinear model updating to linear model updating. The second approach involves updating both linear and nonlinear parameters simultaneously using the proposed MCHADS algorithm. Investigations have been carried out by solving several numerically simulated examples and also with the experimental data of a benchmark problem to evaluate the effectiveness of the two proposed nonlinear model updating strategies. Further, investigations are also carried out to evaluate the capability of the model updating approaches towards damage identification in initially healthy nonlinear systems. Conclusions are drawn based on these investigations, highlighting the strengths and weaknesses of the two model updating approaches
引用
收藏
页码:3567 / 3594
页数:28
相关论文
共 50 条
  • [1] Damage detection in nonlinear vibrating structures using model updating
    J. Prawin
    A. Rama Mohan Rao
    K. Lakshmi
    Engineering with Computers, 2022, 38 : 3567 - 3594
  • [2] Updating response sensitivity models of nonlinear vibrating structures using particle filters
    Radhika, B.
    Manohar, C. S.
    COMPUTERS & STRUCTURES, 2011, 89 (11-12) : 901 - 911
  • [3] Damage detection technique in existing structures using vibration-based model updating
    Jaiswal, Devesh K.
    Mondal, Goutam
    Dash, Suresh R.
    Mishra, Mayank
    STRUCTURAL MONITORING AND MAINTENANCE, AN INTERNATIONAL JOURNAL, 2023, 10 (01): : 63 - 86
  • [4] A Kriging Approach to Model Updating for Damage Detection
    Dessena, Gabriele
    Ignatyev, Dmitry I.
    Whidborne, James F.
    Fragonara, Luca Zanotti
    EUROPEAN WORKSHOP ON STRUCTURAL HEALTH MONITORING (EWSHM 2022), VOL 2, 2023, : 245 - 255
  • [5] Finite element model updating for structural damage detection using transmissibility data
    Izadi, Ahmad
    Esfandiari, Akbar
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2024, 23 (01) : 87 - 101
  • [6] Identification of Free-Free Flexibility for Model Updating and Damage Detection of Structures
    Weng, Shun
    Zhu, Hongping
    Gao, Rongxiong
    Li, Jiajing
    Chen, Zhidan
    JOURNAL OF AEROSPACE ENGINEERING, 2018, 31 (03)
  • [7] Employing incomplete complex modes for model updating and damage detection of damped structures
    HuaJun Li
    FuShun Liu
    Sau-Lon James Hu
    Science in China Series E: Technological Sciences, 2008, 51 : 2254 - 2268
  • [8] Employing incomplete complex modes for model updating and damage detection of damped structures
    Li HuaJun
    Liu FuShun
    James, Hu Sau-Lon
    SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES, 2008, 51 (12): : 2254 - 2268
  • [10] A novel iterative model updating for jointed structures using nonlinear FRFs
    Du, Yihan
    Fan, Xuanhua
    Wang, Dong
    JOURNAL OF VIBRATION AND CONTROL, 2024,