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Journal ArticleDOI

Large amplitude flexural vibration of simply supported skew plates.

M. Sathyamoorthy, +1 more
- 01 Sep 1973 - 
- Vol. 11, Iss: 9, pp 1279-1282
TLDR
In this article, the Berger formulation was applied to the large amplitude flexural vibration of orthotropic skew plates in the Berger regime and the results were compared with those obtained without making use of the approximate formulation due to Berger.
Abstract
Using the governing dynamic equations for the large amplitude flexural vibration of orthotropic skew plates in the Berger formulation, solutions are obtained on the basis of a one term vibration mode and they are discussed for two types of in-plane edge conditions and for different skew angles and orthotropy. The results obtained are compared with those got without making use of the approximate formulation due to Berger. In all these cases it is found that the nonlinearity is of the hardening type, i.e., the period of nonlinear vibration decreases with increasing amplitude.

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Citations
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Journal ArticleDOI

Large deflections of rhombic plates―a new approach

TL;DR: In this article, the non-linear static behavior of rhombic plates has been analyzed following Banerjee's hypothesis and the theoretical results were found to be in excellent agreement with those obtained from an analysis of the experimental data.
Journal ArticleDOI

Large amplitude vibration of orthotropic elliptical plates

TL;DR: In this article, an analytical analysis of the large amplitude flexural vibration behavior of clamped, rectilinearly orthotropic elliptical plates is carried out, and a solution is obtained on the basis of a single-mode approach.
Journal ArticleDOI

Nonlinear vibration of anisotropic skew plates

TL;DR: In this paper, the dynamic von Karman-type equations for large amplitude flexural vibration of an elastic anisotropic skew plate are formulated on the basis of assumed vibration modes of the product form.
Journal ArticleDOI

A study of nonlinear vibration of skew plates with attention to shear and rotatory inertia

TL;DR: In this article, the effects of geometric nonlinearity, transverse shear deformation and rotatory inertia on skew plates were considered. But the Berger approximation was not used for the analysis of skew plates.
References
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Journal ArticleDOI

A new approach to the analysis of large deflections of plates

TL;DR: In this article, simplified equations for the deflection of uniformly loaded circular and rectangular plates with various boundary conditions are derived and compared with available numerical solutions of the exact equations, and the deflections found by this approach are then used to obtain the stresses, and resulting stresses are compared with existing solutions.
Journal ArticleDOI

Influence of Large Amplitudes on Flexural Vibrations of Elastic Plates

TL;DR: In this paper, approximate solutions for the nonlinear bending vibrations of thin plates are presented for the cases of rectangular and circular plates subjected to various boundary conditions, and the effects of large amplitudes on both the free and forced vibrations are clarified.
Journal ArticleDOI

Large amplitude flexural vibration of rectangular plates

TL;DR: By using an approximate formulation due to Berger, it was shown that the vibration of rectangular plates with large amplitudes may be treated in a simple and unified manner as mentioned in this paper, and numerical results were given for various boundary conditions.
Journal ArticleDOI

Large-amplitude oscillations of oblique panels with an initial curvature

TL;DR: In this article, the Von Karman field equations for flexible oblique plates with an initial curvature are extended to a dynamical case using series of initial and additional deflections and Galerkin's procedure, the governing equation for an admissible mode time function is established using this single assumed modal deflection, and assuming built-in edge fiee to move in the inplane directions.
Journal ArticleDOI

Non-linear flexural vibration of orthotropic skew plates

TL;DR: In this article, the large amplitude (non-linear) free flexural vibration of thin, elastic, orthotropic skew plates clamped along all four edges was analyzed using the Galerkin's method.
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