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Buckling of a continuous beam resting on a tensionless elastic foundation

โœ Scribed by Christos V. Massalas; George I. Tzivanidis; John T. Katsikadelis

Publisher
Elsevier Science
Year
1978
Tongue
English
Weight
349 KB
Volume
306
Category
Article
ISSN
0016-0032

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โœฆ Synopsis

In this paper, a solution is presented to the buckling problem of a continuous beam resting on a tensionless foundation model that was proposed by Winkler and by Reissner.

๐Ÿ“œ SIMILAR VOLUMES

Buckling of continuous beams on elastic
Buckling of continuous beams on elastic supports
โœ Edward Saibel ๐Ÿ“‚ Article ๐Ÿ“… 1952 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 148 KB

The continuous beam having elastic intermediate supports, equally spaced and of equal stiffness, is solved for the condition that they behave as rigid supports when the beam buckles under the action of an axial compressive force. The exact solution is given in closed form.

Non-conservative Instability Of A Timosh
Non-conservative Instability Of A Timoshenko Beam Resting On Winkler Elastic Foundation
โœ S.Y. Lee; C.C. Yang ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 237 KB

The transfer matrix method is used to investigate the influence of a Winkler elastic foundation on the non-conservative instability of uniform Timoshenko beams. It is found that the critical flutter load for a cantilever Timoshenko beam subjected to an end-concentrated or linearly distributed tangen