๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

ON THE VIBRATION FIELD CORRELATION OF RANDOMLY EXCITED FLAT PLATE STRUCTURES, I: THEORY

โœ Scribed by M.W. Bonilha; F.J. Fahy


Publisher
Elsevier Science
Year
1998
Tongue
English
Weight
412 KB
Volume
214
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


A probabilistic treatment of the vibration field generated by the random vibration of flat plate components is proposed herein. This treatment is based on the computation of the frequency-averaged spatial correlation coefficient of the plate normal displacement. This spatial correlation coefficient is derived using an approximate modal representation based on Bolotin's Method of Integral Estimates. Particular attention is paid to the boundary conditions and results are derived for plates with clamped, simply supported, free or guided edges. A general boundary condition which solely depends on the edge stiffness is employed to model the effect of stiffeners on the plate vibration field. Information about the type of excitation is also incorporated in this model. This approximate representation is compared to that obtained by a modal summation method and good agreement between both approaches is obtained for cases in which at least eight modes are resonant in a frequency band.


๐Ÿ“œ SIMILAR VOLUMES


ON THE VIBRATION FIELD CORRELATION OF RA
โœ M.W. Bonilha; F.J. Fahy ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 433 KB

The results of an experimental investigation of vibration field spatial correlation carried out on two flat plate structures and on a car body shell are presented herein. The main purpose of this investigation was to assess the validity of the theoretical spatial correlation model presented in part

An inverse method for the identification
โœ S. Granger; L. Perotin ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 137 KB

In many practical situations, it is difficult, if not impossible, to perform direct measurements or calculations of the external forces acting on vibrating structures. Instead, vibrational responses can often be conveniently measured. This paper presents an inverse method for estimating a distribute