๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A beam resting on a tensionless Winkler foundation

โœ Scribed by M.S. Kaschiev; K. Mikhajlov

Book ID
107877938
Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
311 KB
Volume
55
Category
Article
ISSN
0045-7949

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Buckling of a continuous beam resting on
Buckling of a continuous beam resting on a tensionless elastic foundation
โœ Christos V. Massalas; George I. Tzivanidis; John T. Katsikadelis ๐Ÿ“‚ Article ๐Ÿ“… 1978 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 349 KB

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.

Stability of a Timoshenko beam resting o
Stability of a Timoshenko beam resting on a Winkler elastic foundation
โœ S.Y. Lee; Y.H. Kuo; F.Y. Lin ๐Ÿ“‚ Article ๐Ÿ“… 1992 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 503 KB

The influences ofa Winkler elastic foundation modulus, slenderness ratio and elastically restrained boundary conditions on the critical load of a Timoshenko beam subjected to an end follower force are investigated. The characteristic equation for elastic stability is derived. It is found that the cr

Beam on Tensionless Elastic Foundation
Beam on Tensionless Elastic Foundation
โœ Lin, Li; Adams, G. G. ๐Ÿ“‚ Article ๐Ÿ“… 1987 ๐Ÿ› American Society of Civil Engineers ๐ŸŒ English โš– 589 KB
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