Asymmetric vibrations of polar orthotropic circular plates of linearly varying thickness resting on an elastic foundation of =inkler type are discussed on the basis of the classical plate theory. Ritz method has been employed to obtain the natural frequencies of vibration using the functions based u
ASYMMETRIC VIBRATIONS AND ELASTIC STABILITY OF POLAR ORTHOTROPIC CIRCULAR PLATES OF LINEARLY VARYING PROFILE
โ Scribed by U.S. Gupta; A.H. Ansari
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 312 KB
- Volume
- 215
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 static deflection of polar orthotropic plates. This method has a faster rate of convergence as compared to the polynomial co-ordinate functions. Frequency parameters of the plate with elastically restrained edge conditions are presented for the first three modes of vibrations for various values of taper parameter, rigidity ratio, flexibility parameter and buckling load parameter. The critical buckling loads for elastically restrained edge conditions have been obtained. A comparison of results with those available in the literature shows an excellent agreement.
๐ SIMILAR VOLUMES
## 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,
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