Asymmetric vibration of polar orthotropic circular plates of linearly varying thickness subjected to hydrostatic in-plane force are discussed on the basis of classical plate theory. An approximate solution of the problem has been obtained by the Ritz method, which employs functions based upon the st
VIBRATIONS AND ELASTIC STABILITY OF THIN CIRCULAR PLATES WITH VARIABLE PROFILE
โ Scribed by R.H. Gutierrez; E. Romanelli; P.A.A. Laura
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 175 KB
- Volume
- 195
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
Circular plates of thicknesses varying according to the functional relation
where n is a positive integer, are studied in the present paper. Uniform, elastic boundary restraints are considered and the first two natural frequency coefficients corresponding to axisymmetric modes and the buckling, in-plane pressure are determined using simple polynomial co-ordinate functions which identically satisfy the boundary conditions and the classical Rayleigh-Ritz method.
An independent solution is also obtained by means of the differential quadrature technique.
๐ SIMILAR VOLUMES
Asymmetric vibrations of polar orthotropic circular plates of linearly varying thickness with elastic/rigid support are discussed on the basis of the classical plate theory. An approximate solution of the problem is obtained by the Rayleigh-Ritz method using functions based on static deflection of p
An analysis is developed for the restrained vibration of circular and elliptical plates, mass-loaded at the center and along the periphery. The plates are restrained along the edges by rotational and translational springs. The optimized Rayleigh-Ritz technique is used to obtain an approximate soluti