Abstract
A new solution for the finite-element implementation of the axial vibration of viscoelastic bars is proposed. The effect of viscoelasticity on the dynamic response is accounted for by a convolution integral, avoiding the difficulties associated with the high-order time derivatives used in conventional models for viscoelasticity. A convenient but excellent numerical approximation for the obtained convolution integral is proposed. This numerical approximation allows easy implementation of the finite-element procedure in the time domain as it only introduces additional terms to the mass matrix and the force vector. The additional terms are calculated from quantities obtained in the previous time step. To validate the proposed numerical procedure, a few simple examples are presented and solved by the existing direct methods as well as the new alternative method. The examples include the computation of the dynamic axial response of a viscoelastic bar fixed at one end and subject to a step or sinusoidally varying load at the other end. It is concluded that the new method is valid and works satisfactorily.
Original language | English |
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Pages (from-to) | 105-117 |
Number of pages | 13 |
Journal | Journal of Engineering Mathematics |
Volume | 77 |
Issue number | 1 |
DOIs | |
Publication status | Published - Dec 2012 |
Externally published | Yes |
Keywords
- Convolution integral
- Correspondence principle
- Finite-element method
- Laplace transform
- Longitudinal wave propagation
- Viscoelasticity
ASJC Scopus subject areas
- General Mathematics
- General Engineering