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
Chaotic dynamics of an elastic beam resting on a winkler-type soil
โ Scribed by S. Lenci; A.M. Tarantino
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 978 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0960-0779
No coin nor oath required. For personal study only.
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