J. Phys. IV France
Volume 04, Numéro C5, Mai 1994
3ème Congrés français d'acoustique
3rd French conference on acoustics
Page(s) C5-121 - C5-124
3ème Congrés français d'acoustique
3rd French conference on acoustics

J. Phys. IV France 04 (1994) C5-121-C5-124

DOI: 10.1051/jp4:1994520

Comportement vibratoire de réseau de plaques assemblées


L.V.A., Bâtiment 303, INSA de Lyon, 20 Avenue Albert Einstein, 69621 Villeurbanne cedex, France

The aim of this work is to explain the vibrational behaviour of several plate structures whose plates are joined at different angles, having same widths but different lengths. An analytical formulation using a semi modal decomposition along the junction direction and a wave formulation along the perpendicular one is developed. This approach is very powerful because its numerical implementation is not too heavy (contrary to FEM) and because it's very versatile. Basic vibrational control parameters such as the quadratic velocity and the transfert mobility are shown. The simplest structure considered in this study is made of twin plates connected at any angle. It is shown that in some particular configuration, the vibrational behaviour of the structure can be highly sensitive to slight modifications of a geometrical parameter, particularly the angle between the plates. A statistical way is used to illustrate this phenomenon currently encountered in industrial applications. This formulation can also deal with periodic structures such as corrugated plates.

© EDP Sciences 1994