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Transient response analysis of systems with different damping models

✍ Scribed by E. Barkanov; W. Hufenbach; L. Kroll


Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
239 KB
Volume
192
Category
Article
ISSN
0045-7825

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✦ Synopsis


A response of systems with different damping models to transient excitations is studied using the finite element method. For this purpose an efficient method using fast Fourier transform has been developed. This method is based on the trigonometrical representation of the input signals and matrix of the transfer functions. As an example, systems with viscous and viscoelastic, structural and external damping are examined. Two forms of viscous damping are available in the present implementation: Raleigh damping and element damping. The viscoelastic material behaviour is represented by the complex modulus model. The present implementation gives the possibility to preserve exactly the frequency dependence of the storage and loss moduli of viscoelastic materials. Logarithmic decrements are determined using the steady-state vibrations of systems to characterize their damping properties. Test problems and numerical examples are given to demonstrate the validity and application of the approach suggested in this paper.


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Transient responses of a randomly damped one-degree-of-freedom linear system subjected to white noise excitation is discussed. The time varying damping coefficient is considered either as Gaussian white noise or filtered white noise. Perturbation approximations for mean square responses are obtained