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Author:

Wang, J. (Wang, J..) | Chang, Z. (Chang, Z..) | Cao, G. (Cao, G..) | Lai, S.-K. (Lai, S.-K..)

Indexed by:

EI Scopus SCIE

Abstract:

Delamination is a frequent failure mode of laminated fiber-reinforced polymer (FRP) composites structure in aeronautical and other industries, leading to changes in vibration characteristics. Vibration-based techniques evaluate and compare the dynamic response between damaged and undamaged structures, and guarantee the non-destructive measurement with reliability and repeatability. Previous studies typically concentrate on using finite element method to obtain vibration characteristics and enhance the database for intelligent algorithms. This paper presents a semi-analytical result using the Chebyshev−Ritz method to expand delamination prediction. Vibration frequency serves as a global damage indicator, and multi-order frequency characteristics are utilized to identify the delamination length and location of FRP composite plates. A database of natural frequencies corresponding to damage parameters for FRP laminated plates is generated based on the established model using the region approach. An intelligent approach, known as a genetic algorithm optimization-based back-propagation (GA-BP) artificial neural network, is utilized for system identification. The network model is subjected to a sensitivity analysis, where artificial noise is added to vibration frequency to distinguish between the actual structure and the numerical model. The results indicate that the GA-BP algorithm shows good accuracy and stable performance against the standard neural networks for delamination analysis. © 2024 Elsevier Ltd

Keyword:

Natural frequency Genetic algorithm Sensitivity analysis Artificial neural network Delamination

Author Community:

  • [ 1 ] [Wang J.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Chang Z.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Cao G.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Lai S.-K.]Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, Kowloon, China
  • [ 5 ] [Lai S.-K.]The Hong Kong Polytechnic University Shenzhen Research Institute, Shenzhen, Nanshan, China

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Source :

Thin-Walled Structures

ISSN: 0263-8231

Year: 2024

Volume: 204

6 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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