CLC number: TU43
On-line Access: 2021-08-20
Received: 2020-09-08
Revision Accepted: 2020-12-06
Crosschecked: 2021-07-30
Cited: 0
Clicked: 4419
Nguyen Tien Khiem, Tran Van Lien, Ngo Trong Duc. Crack identification in functionally graded material framed structures using stationary wavelet transform and neural network[J]. Journal of Zhejiang University Science A, 2021, 22(8): 657-671.
@article{title="Crack identification in functionally graded material framed structures using stationary wavelet transform and neural network",
author="Nguyen Tien Khiem, Tran Van Lien, Ngo Trong Duc",
journal="Journal of Zhejiang University Science A",
volume="22",
number="8",
pages="657-671",
year="2021",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2000402"
}
%0 Journal Article
%T Crack identification in functionally graded material framed structures using stationary wavelet transform and neural network
%A Nguyen Tien Khiem
%A Tran Van Lien
%A Ngo Trong Duc
%J Journal of Zhejiang University SCIENCE A
%V 22
%N 8
%P 657-671
%@ 1673-565X
%D 2021
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2000402
TY - JOUR
T1 - Crack identification in functionally graded material framed structures using stationary wavelet transform and neural network
A1 - Nguyen Tien Khiem
A1 - Tran Van Lien
A1 - Ngo Trong Duc
J0 - Journal of Zhejiang University Science A
VL - 22
IS - 8
SP - 657
EP - 671
%@ 1673-565X
Y1 - 2021
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2000402
Abstract: In this paper, an integrated procedure is proposed to identify cracks in a portal framed structure made of functionally graded material (FGM) using stationary wavelet transform (SWT) and neural network (NN). Material properties of the structure vary along the thickness of beam elements by the power law of volumn distribution. Cracks are assumed to be open and are modeled by double massless springs with stiffness calculated from their depth. The dynamic stiffness method (DSM) is developed to calculate the mode shapes of a cracked frame structure based on shape functions obtained as a general solution of vibration in multiple cracked FGM Timoshenko beams. The SWT of mode shapes is examined for localization of potential cracks in the frame structure and utilized as the input data of NN for crack depth identification. The integrated procedure proposed is shown to be very effective for accurately assessing crack locations and depths in FGM structures, even with noisy measured mode shapes and a limited amount of measured data.
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