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
ON THE VIBRATION FIELD CORRELATION OF RANDOMLY EXCITED FLAT PLATE STRUCTURES, II: EXPERIMENTAL VERIFICATION
โ Scribed by M.W. Bonilha; F.J. Fahy
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 433 KB
- Volume
- 214
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 I of this work [1]. Measurements of vibration acceleration were used as a means of estimating the frequency averaged spatial correlation coefficient of these structures under random excitation. It is observed that for cases of low modal overlap (M Q 1) the analytical results are valid as a frequency average estimate in bands in which at least eight to ten modes are excited at resonance. For cases of high modal overlap (M 1) the analytical results can be used as a narrow band estimate of the spatial correlation. Corrections proposed to account for the effects of mechanical excitation, presence of stiffeners and curvature are shown to be valid.
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