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Vibration Analysis of Corner Supported Mindlin Plates of Arbitrary Shape Using the Lagrange Multiplier Method

✍ Scribed by S. Kitipornchai; Y. Xiang; K.M. Liew


Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
400 KB
Volume
173
Category
Article
ISSN
0022-460X

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✦ Synopsis


This paper presents the first known solutions of the problem of free flexural vibration of corner supported Mindlin plates of arbitrary shape. A hybrid numerical approach combining the Rayleigh-Ritz method and the Lagrange multiplier method has been developed to solve the plate vibration problem. The algorithm uses the (p b-2) shape functions to account for different geometries, and Lagrange multipliers to impose zero lateral deflection constraints at plate corners. The method of solution is applicable to arbitrarily shaped plates with corner supports. In this paper, however, only triangular, skew and annular sector plates are chosen for the purpose of demonstration. Some comparison studies for corner supported thin square plates are made to verify the accuracy of the derived solutions.


πŸ“œ SIMILAR VOLUMES


VIBRATION ANALYSIS OF CIRCULAR MINDLIN P
✍ K.M. Liew; J.-B. Han; Z.M. Xiao πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 224 KB

Axisymmetric free vibrations of moderately thick circular plates described by the linear shear-deformation Mindlin theory are analyzed by the differential quadrature (DQ) method. The first fifteen natural frequencies of vibration are calculated for uniform circular plates with free, simply-supported

FREE VIBRATION ANALYSIS OF MINDLIN PLATE
✍ D.J. Gorman πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 218 KB

Utilizing the superposition method, a solution is obtained for the free vibration eigenvalues of Mindlin plates resting on uniform lateral elastic edge support. Subsequently, it is shown how minor modifications to the eigenvalue matrix permit the incorporation of the additional effects of rotational