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Bending and vibration of elastically restrained circular plates

โœ Scribed by C.Lakshmi Kantham


Publisher
Elsevier Science
Year
1958
Tongue
English
Weight
310 KB
Volume
265
Category
Article
ISSN
0016-0032

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โœฆ Synopsis


In the bending and vibration problems, it is found that the values of deflection and natural frequency vary considerably with change of end or edge conditions. In this paper a general boundary condition involving a linear relation between moment and slope at an edge is considered, so that the simply supported and completely fixed edge conditions form the limiting cases. The constant of proportionality is the elastic restraint factor, which is a measure of the degree of fixture, varying from zero to positive infinity. Values of deflection in the one case and natural frequency in the other have been determined for intermediate values of the elastic restraint factor.


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FREE VIBRATION OF POLAR ORTHOTROPIC CIRC
โœ U.S. Gupta; A.H. Ansari ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 268 KB

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