The relation between the wave propagation and the free vibration in a travelling beam with simple supports has been thoroughly investigated. The frequency equation of such a beam has been derived using the phase-closure principle. Since the characters of the waves change drastically as the axial spe
WAVE PROPAGATION IN AND VIBRATION OF A TRAVELLING BEAM WITH AND WITHOUT NON-LINEAR EFFECTS, PART II: FORCED VIBRATION
โ Scribed by G. CHAKRABORTY; A.K. MALLIK
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 176 KB
- Volume
- 236
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
The wave propagation in a simply supported travelling beam, studied in Part I of this paper, has been used to derive the forced responses. Based upon the wave-propagation principles, a simple method for constructing the closed-form transfer function of such a beam has been presented. The use of this transfer function o!ers an easy alternative to the usual modal analysis for obtaining the steady-state harmonic response. The e!ects of non-linearities during the steady-state oscillation, maintained by a non-resonant hard harmonic excitation, have also been studied. The present method, when compared to the conventional Galerkin's technique, requires much less computational e!ort.
2000 Academic Press 0022-460X/00/370291#15 $35.00/0
with the boundary conditions w(0, )"w(1, )"0 and *w(0, ) *x " *w(1, ) *x "0.
๐ SIMILAR VOLUMES
An analytical model is proposed which consists of two Euler-Bernoulli beams joined by a torsional spring with linear and cubic stiffness. The method of harmonic balance is used to find an approximate solution for simply supported and clamped end conditions. Specifically, a one term harmonic balance