Three-Dimensional Vibrations of a Beam on an Elastic Half-Space: Resonance Interaction of Vertical-Longitudinal and Lateral Beam Waves

Author:

Metrikine A. V.1,Dieterman H. A.2

Affiliation:

1. Wave Dynamics Department, Mechanical Engineering Institute, Russian Academy of Sciences, Nizhny Novgorod, Russia

2. Delft University of Technology, Stevinweg 1, 2628 CN Delft, Holland

Abstract

Three-dimensional vibrations of a Euler-Bernoulli beam on an elastic half-space are investigated. In the model the beam has a finite width and the half-space and beam deflections are equal along the centre line of the beam. It is shown that the vertical and longitudinal beam vibrations are uncoupled from the lateral ones. The dispersion relations for the lateral and vertical-longitudinal waves in the beam are derived and the respective dispersion curves are plotted. These curves can cross each other due to the different equivalent stiffnesses of the half-space in vertical and lateral directions and different vertical and lateral bending stiffnesses of the beam. The existence of a crossing point implies that if the vertical-longitudinal and lateral beam vibrations are coupled for some reason (half-space inhomogeneity, beam asymmetry, etc.), the energy of the vertical vibrations of the beam can be resonantly transferred into the energy of lateral vibrations. This transfer will take place if the frequency of vibrations is close to the frequency determined by the crossing point. The dependency of the frequency of the crossing point on axial compressional stresses in the beam is studied. It is shown that this frequency decreases as the stresses increase.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference8 articles.

1. Achenbach, J. D., 1973, Wave propagation in elastic solids, North-Holland, Amsterdam.

2. Bogacz R. , 1983, “On dynamics and stability of continuous systems subjected to a distributed moving load,” Ing. Arch., Vol. 53, pp. 243–255.

3. Dieterman H. A. , MetrikineA. V., 1996, “The Equivalent Stiffness of a Half-Space Interacting With a Beam. Critical Velocities of a Moving Load Along the Beam,” European Journal of Mechanics Solids/A, Vol. 15, No. 1, pp. 67–90.

4. Filippov A. P. , 1961, “Steady state vibrations of an infinite beam on an elastic half-space subjected to a moving load,” Izvestija AN SSSR OTN Mechanica I Mashinostroenie, Vol. 6, pp. 97–105.

5. Frederick, C. O., 1978, “The effect of lateral loads on track movement,” Railroad Track Mechanics and Technology, Pergamon Press, New York.

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