Parametric instability of Timoshenko beams resting on an elastic foundation
β Scribed by T. Yokoyama
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 676 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0045-7949
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π 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
The influence of a Winkler elastic foundation and the slenderness ratio on the non-conservative instability of cantilever non-uniform beams of rectangular cross-section with constant height and linearly varied breadth (T1), constant breadth and linearly varied height (T2) and double taper (T3), subj