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Vibration and stability of elastic columns under the combined action of uniformly distributed vertical and tangential forces

โœ Scribed by Y. Sugiyama; H. Kawagoe


Publisher
Elsevier Science
Year
1975
Tongue
English
Weight
615 KB
Volume
38
Category
Article
ISSN
0022-460X

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โœฆ Synopsis


Vibration and stability of elastic columns subjected to uniformly distributed follower forces are investigated by means of the finite difference method for six typical cases of boundary conditions. A system of k finite difference equations is made of compact form by introducing the concept of a transfer matrix. The behavior of the eigenvalue curve is demonstrated in detail for various values of non-conservativeness parameter of the applied force. Precise stability maps are obtained from the eigenvalue analysis which determines the divergence and flutter limits.


๐Ÿ“œ SIMILAR VOLUMES


Stability of non-uniform columns under t
โœ Q.S. Li ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 714 KB

An exact approach for stability analysis of a non-uniform column subjected to concentrated tangential follower (non-conservative) forces and variably distributed (conservative) loads along the column is proposed in this paper. The governing differential equation for such a stability problem is estab