Impact force identification for composite structures using adaptive wavelet-regularised deconvolution

Dong Xiao

doi:10.1016/j.ymssp.2024.111608

Return

Impact force identification for composite structures using adaptive wavelet-regularised deconvolution

2024-11-01

Dong Xiao *

Zahra Sharif Khodaei

M.H. Aliabadi

DOI：10.1016/j.ymssp.2024.111608

Original

Original request for help

Save

Abstract

En 中文

Impact force identification (IFI) through deconvolution methods from measured structural responses poses a challenge due to the ill-posed nature of the inversion problem. Regularisation techniques, such as Tikhonov, sparse, and wavelet regularisation, offer potential solutions to mitigate the ill-posedness. However, determining suitable regularisation parameters is timeconsuming. This study presents an adaptive wavelet-regularised time-domain deconvolution method for efficient IFI, based on wavelet transform and multi-resolution analysis. By analysing impact sensor signals using wavelets, adaptive impact windows covering the entire impact duration are generated, reducing signal length for deconvolution. Multi-resolution analysis of sensor signals enables identification of wavelet bases for the multi-resolution representation of impact force history. Regularisation is achieved by filtering out insignificant wavelet bases based on their energy contributions. Validation is performed through experiments involving smallmass hammer and large-mass drop tower impacts, comparing against various deconvolution methods. Results demonstrate the superior computational efficiency and comparable accuracy of the proposed adaptive method in IFI across different time windows. Notably, accurate force deconvolution for large-mass impacts confirms the effectiveness of the deconvolution methods for IFI, particularly when the structure undergoes significant local deformation.

Keywords:

Impact force identification

Composite structures

Passive sensing

Deconvolution methods

Impact window determination

Multi-resolution analysis