An approximate method for analyzing the free vibration of thin and moderately thick rectangular plates with arbitrary variable thickness is proposed. The approximate method is based on the Green function of a rectangular plate. The Green function of a rectangular plate with arbitrary variable thickn
Free vibration analysis of rectangular plates with variable thickness and point supports
โ Scribed by M. Huang; X.Q. Ma; T. Sakiyama; H. Matsuda; C. Morita
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 232 KB
- Volume
- 300
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
A discrete method is developed for analyzing the free vibration problem of rectangular plates with point supports. The fundamental differential equations involving Dirac's delta function are established for the bending problem of the plate with point supports. By transforming these differential equations into integral equations and using numerical integration, the solution of these equations is obtained and used as Green function to obtain the characteristic equation of the free vibration. The effects of the point support, the boundary condition, the variable thickness and aspect ratio on the frequencies are considered. By comparing the numerical results obtained by the present method with those previously published, the efficiency and accuracy of the present method are investigated.
๐ SIMILAR VOLUMES
The practical engineering problem of cantilever plates with rigid point supports is dealt with in this paper. A highly accurate, economical and practical solution is outlined for the transverse free vibration analysis of these plates. The accuracy of the solution is discussed. It is also shown how w
This paper deals with the practical engineering problem of cantilever plates with rigid point supports. A highly accurate, experimental procedure is outlined for the transverse free vibration analysis of these plates. The modal properties of these plates are obtained from the experimental data. In t
An analytical procedure based on the method of superposition is described for obtaining the free vibration frequencies and mode shapes of partially clamped cantilevered rectangular plates with and without rigid point supports. The supports are of the type provided by bolts with stand-offs. Good agre