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Dynamic stability of Timoshenko beams resting on an elastic foundation

✍ Scribed by B.A.H. Abbas; J. Thomas

Publisher
Elsevier Science
Year
1978
Tongue
English
Weight
736 KB
Volume
60
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

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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

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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