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
โฆ LIBER โฆ
Stability analysis of timoshenko beams on variable winkler soil
โ Scribed by M.A. De Rosa
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 245 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0093-6413
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Stability of a Timoshenko beam resting o
โ
S.Y. Lee; Y.H. Kuo; F.Y. Lin
๐
Article
๐
1992
๐
Elsevier Science
๐
English
โ 503 KB
Vibrations of continuous Timoshenko beam
โ
T.M. Wang; L.W. Gagnon
๐
Article
๐
1978
๐
Elsevier Science
๐
English
โ 576 KB
Analysis of beams on nonlinear winkler f
โ
David Z. Yankelevsky; Moshe Eisenberger; Moshe A. Adin
๐
Article
๐
1989
๐
Elsevier Science
๐
English
โ 458 KB
Stability and dynamics of beams on winkl
โ
Maria Anna De Rosa
๐
Article
๐
1989
๐
John Wiley and Sons
๐
English
โ 582 KB
Non-conservative Instability Of A Timosh
โ
S.Y. Lee; C.C. Yang
๐
Article
๐
1993
๐
Elsevier Science
๐
English
โ 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
Dynamic stability of Timoshenko beams re
โ
B.A.H. Abbas; J. Thomas
๐
Article
๐
1978
๐
Elsevier Science
๐
English
โ 736 KB