CENANADec 5, 2017

Wave analysis in one dimensional structures with a wavelet finite element model and precise integration method

arXiv:1712.01454h-index: 31
Originality Synthesis-oriented
AI Analysis

This work provides a more efficient numerical simulation tool for ultrasonic wave propagation and crack identification in structural health monitoring.

The paper combines B-Spline wavelet interval finite elements with the precise integration method to simulate ultrasonic wave propagation and crack identification in 1D structures, achieving higher accuracy and lower computational cost than traditional methods.

Numerical simulation of ultrasonic wave propagation provides an efficient tool for crack identification in structures, while it requires a high resolution and expensive time calculation cost in both time integration and spatial discretization. Wavelet finite element model provides a highorder finite element model and gives a higher accuracy on spatial discretization, B-Spline wavelet interval (BSWI) has been proved to be one of the most commonly used wavelet finite element model with the advantage of getting the same accuracy but with fewer element so that the calculation cost is much lower than traditional finite element method and other high-order element methods. Precise Integration Method provides a higher resolution in time integration and has been proved to be a stable time integration method with a much lower cut-off error for same and even smaller time step. In this paper, a wavelet finite element model combined with precise integration method is presented for the numerical simulation of ultrasonic wave propagation and crack identification in 1D structures. Firstly, the wavelet finite element based on BSWI is constructed for rod and beam structures. Then Precise Integrated Method is introduced with application for the wave propagation in 1D structures. Finally, numerical examples of ultrasonic wave propagation in rod and beam structures are conducted for verification. Moreover, crack identification in both rod and beam structures are studied based on the new model.

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