scispace - formally typeset
Journal ArticleDOI

Vibration of Rectangular and Skew Cantilever Plates

M. V. Barton
- 01 Jun 1951 - 
- Vol. 18, Iss: 2, pp 129-134
About
This article is published in Journal of Applied Mechanics.The article was published on 1951-06-01. It has received 93 citations till now. The article focuses on the topics: Deflection (engineering) & Cantilever.

read more

Citations
More filters
Journal ArticleDOI

The free vibration of rectangular plates

TL;DR: In this article, the free vibration of rectangular plates is analyzed using the Ritz method with 36 terms containing the products of beam functions, including clamped, simply-supported, and free edge conditions.
Journal ArticleDOI

The Vibration of Rectangular Plates

TL;DR: In this article, the free transverse vibrations of rectangular plates with all possible boundary conditions obtained by combining free, freely-supported, and fixed edges were considered, and the effect on frequency of an edge being supported and partially restrained is discussed.
Journal ArticleDOI

Vibration and stability of plates using finite elements

TL;DR: In this paper, a simple displacement function for the flexure of triangular plate elements has been used for calculating frequencies and buckling loads of plates, and reasonably good stability predictions may be made using quite coarse element subdivisions.
Journal ArticleDOI

Application of two-dimensional orthogonal plate function to flexural vibration of skew plates

TL;DR: In this article, a set of two-dimensional orthogonal plate functions is used as an admissible deflection function for the study of the flexural vibration of skew plates by the Rayleigh-Ritz method.
Journal ArticleDOI

Three-dimensional free vibrations of thick skewed cantilevered plates

TL;DR: The first known three-dimensional study of skewed cantilevered thick plates was performed in this article, where the assumed displacement functions are in the form of algebraic polynomials which satisfy the fixed face conditions exactly, and which are mathematically complete.
Related Papers (5)