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Shear buckling of simply supported rectangular plates tapered in thickness

✍ Scribed by Bertram Klein

Publisher
Elsevier Science
Year
1957
Tongue
English
Weight
234 KB
Volume
263
Category
Article
ISSN
0016-0032

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✦ Synopsis

Design curves are presented for determining the elastic buckling loads of a class of simply supported rectangular plates linearly tapered in thickness in one direction and loaded in pure shear. The problem is solved by a simple straightforward numerical method involving a very small matrix.

πŸ“œ SIMILAR VOLUMES

Shear buckling of simply supported plate
Shear buckling of simply supported plates tapered in planform
✍ Bertram Klein πŸ“‚ Article πŸ“… 1957 πŸ› Elsevier Science 🌐 English βš– 263 KB

A simple, approximating set of equations is derived for calculating the shear buckling loads of isosceles trapezoidal plates. A numerical example is worked for a typical plate. The result appears to be good.

DIFFERENTIAL QUADRATURE AND RAYLEIGH–RIT
DIFFERENTIAL QUADRATURE AND RAYLEIGH–RITZ METHODS TO DETERMINE THE FUNDAMENTAL FREQUENCIES OF SIMPLY SUPPORTED RECTANGULAR PLATES WITH LINEARLY VARYING THICKNESS
✍ A.R. Kukreti; J. Farsa; C.W. Bert πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 489 KB

In this paper, differential quadrature and Rayleigh-Ritz methods are presented for computation of the fundamental frequency of simply supported, homogeneous, isotropic, thin rectangular plates with the thickness tapering linearly in one direction. The complete analytical formulation and solution pro