Lateral Vibration of Two Axially Translating Beams Interconnected by a Winkler Foundation

Author:

Gaith Mohamed1,Müftü Sinan23

Affiliation:

1. Faculty of Engineering, Al-Isra Private University, Amman, Jordan

2. Mem. ASME

3. Department of Mechanical Engineering, Northeastern University, Boston, MA 02115

Abstract

Transverse vibration of two axially moving beams connected by a Winkler elastic foundation is analyzed analytically. The two beams are tensioned, translating axially with a common constant velocity, simply supported at their ends, and of different materials and geometry. The natural frequencies and associated mode shapes are obtained. The natural frequencies of the system are composed of two infinite sets describing in-phase and out-of-phase vibrations. In case the beams are identical, these modes become synchronous and asynchronous, respectively. Divergence instability occurs at a critical velocity and a critical tension; and, divergence and flutter instabilities coexist at postcritical speeds, and divergence instability takes place precritical tensions. The effects of the mass, flexural rigidity, and axial tension ratios of the two beams are presented.

Publisher

ASME International

Subject

General Engineering

Reference21 articles.

1. Transverse Vibration of Two Axially Moving, Tensioned Beams Connected by an Elastic Foundation;Gaith

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