The non-linear vibrations of an elastic beam resting on a non-linear tensionless Winkler foundation subjected to a concentrated load at the centre is presented in this paper. Since the foundation is assumed to be tensionless, the beam may lift off the foundation and there exists different regions na
NON-LINEAR VIBRATIONS OF A SLIGHTLY CURVED BEAM RESTING ON A NON-LINEAR ELASTIC FOUNDATION
✍ Scribed by H.R. Öz; M. Pakdemirli; E. Özkaya; M. Yilmaz
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 234 KB
- Volume
- 212
- Category
- Article
- ISSN
- 0022-460X
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📜 SIMILAR VOLUMES
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
## Abstract In this paper, we study the equation under non‐linear boundary conditions which model the vibrations of a beam clamped at __x__=0 and supported by a non‐linear bearing at __x__=__L__. By adding only one damping mechanism at __x__=__L__, we prove the existence of a global solution and