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Lateral buckling of a simply supported uniform diagrid

โœ Scribed by N. Subramonian; G. Subramanian

Publisher
Elsevier Science
Year
1970
Tongue
English
Weight
149 KB
Volume
12
Category
Article
ISSN
0020-7403

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๐Ÿ“œ SIMILAR VOLUMES

Analysis of simply supported uniform dia
Analysis of simply supported uniform diagrids
โœ G. Subramanian; N. Subramonian ๐Ÿ“‚ Article ๐Ÿ“… 1970 ๐Ÿ› Elsevier Science โš– 436 KB

A partial difference equation governing the deflection of a uniform diagrid loaded at the nodes is derived using the slope deflection equations for two orthogonally intersecting beams. Closed-form solution of the Navier type is obtained for the simply supported ease. The above formulation is extende

Buckling of simply-supported skew plates
Buckling of simply-supported skew plates
โœ R. J. Edwardes; A. P. Kabaila ๐Ÿ“‚ Article ๐Ÿ“… 1978 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 263 KB

## Abstract The difficulties associated with the solution of the skew plate buckling problem are described, and the work of other writers is summarized. By solving a numerical example, the relative advantages of two proposed refinements to the finite element displacement method are demonstrated: A

Shear buckling of simply supported plate
Shear buckling of simply supported plates tapered in planform
โœ Bertram Klein ๐Ÿ“‚ Article ๐Ÿ“… 1957 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 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.