Time-domain Spectral Finite Element Method for Wave Propagation Analysis in Structures with Breathing Cracks

2020 ◽  
Vol 33 (6) ◽  
pp. 812-822 ◽  
Author(s):  
Zexing Yu ◽  
Chao Xu ◽  
Fei Du ◽  
Shancheng Cao ◽  
Liangxian Gu
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Wave Propagation ◽  
Time Domain ◽  
Propagation Analysis ◽  
Spectral Finite Element Method ◽  
Spectral Finite Element ◽  
Element Method

Detection of damage through coupled axial–flexural wave interactions in a sagged rod using the spectral finite element method

2016 ◽  
Vol 23 (20) ◽  
pp. 3345-3364 ◽  
Author(s):  
T Jothi Saravanan ◽  
N Gopalakrishnan ◽  
N Prasad Rao
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Wave Propagation ◽  
Dynamic Stiffness ◽  
Single Frequency ◽  
Flexural Wave ◽  
Rod Theory ◽  
Spectral Finite Element Method ◽  
Spectral Finite Element ◽  
Element Method

This paper presents the results of a computational and experimental validation exercise performed towards damage identification of a sagged rod with known damage by using the coupled axial–flexural wave interaction mechanics. Towards simulating the damage scenario in a sagged conductor made of steel wire rope, a prismatic steel rod is taken up for study. An initial axial wave, tangential to the curve of the arc, manifests as both axial and flexural waves as it propagates alongside the length of the rod. This interaction effect between axial and flexure wave propagation is studied in this paper. Impedance mismatch is made in the rod by changing its cross-sectional area along its length. Numerical simulations are implemented using the spectral finite element method with a combined axial and flexure effect. The concept of obtaining the exact spectral element dynamic stiffness matrix for a wave propagation analysis sagged rod is discussed. Computation is implemented in the Fourier domain using Fast Fourier Transform (FFT). In the time domain, post processing of the response is done, which is applicable in structural diagnostics in addition to the wave propagation problem. The predominant single-frequency-based amplitude-modulated, narrow-banded, burst wave propagation is found to be better matched if the elemental rod theory is replaced with a modified rod theory called the Love theory. The differences in the propagating waves allow identification of the damage location in a very clear-cut way. The methodology of the moving correlation coefficient is also successfully employed to detect the damage precisely. This fact is very encouraging for future work on structural health monitoring.

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