Transient response of a plate with partial constrained viscoelastic layer damping

被引:38
|
作者
Khalfi, Boubaker [1 ]
Ross, Annie [1 ]
机构
[1] Ecole Polytech, Dept Mech Engn, CREPEC, Stn Ctr Ville, Montreal, PQ H3C 3A7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Sandwich; Plate; Transient response; Viscoelastic damping; Impact; FINITE-ELEMENT MODEL; SANDWICH STRUCTURES; VIBRATION; BEAMS; PREDICTION; SHELLS; CORE;
D O I
10.1016/j.ijmecsci.2013.01.032
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper deals with the analytical modeling of a plate with partial constrained layer damping (PCLD), to obtain the harmonic and transient responses due to an impact. The governing equation is obtained from the Lagrange's equations. The stiffness of the viscoelastic core is assumed to be complex and frequency dependent. Prony series is used to account for core properties. The equation of motion is converted into the frequency domain using fast Fourier transform (FFT). Once solved, the transverse displacement obtained in the frequency domain is converted to the time domain with the inverse fast Fourier transform (IFFT). Two validations are made; the first is done in harmonic motion by comparing the natural frequencies of the plate with PCLD with results available in the literature. The second validation is done in transient response by comparing displacements to the ones obtained by an experimental set-up. Excellent agreement is noted between results. Once the model is validated, graphs of the transient response are presented and discussed. (c) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:304 / 312
页数:9
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