Elastic instability of a beam resting on an elastic foundation subjected to a partially tangential force
โ Scribed by Sen Yung Lee; Ju Chun Lin; Kno Ching Hsu
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 575 KB
- Volume
- 59
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The governing differential equations and boundary conditions for the non-conservative instability of a Timoshenko beam subjected to an end partial tangential follower force are derived via Hamilton's principle. The two coupled governing differential equations are reduced to one fourth order ordinary
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