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Stability and dynamics of beams on winkler elastic foundations

✍ Scribed by Maria Anna De Rosa

Publisher: John Wiley and Sons
Year: 1989
Tongue: English
Weight: 582 KB
Volume: 18
Category: Article
ISSN: 0098-8847
DOI: 10.1002/eqe.4290180306

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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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Analysis of parallel beams on elastic foundation

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A simple procedure based on the finite element method has been developed for treating the dynamic analysis of beams on an elastic foundation subjected to moving point loads, where the foundation has been modelled by springs of variable stiffness. The effect of the speed of the moving load, the found