Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
279609 | International Journal of Solids and Structures | 2009 | 11 Pages |
Abstract
This paper answers the following question. A compressed rod clamped at both ends is assumed to rotate with a constant angular velocity. In the sense of classical Bernoulli–Euler elastica theory, the shape of the lightest rod, stable against buckling, is bimodal (i.e. associated with two buckling modes). What will be the case if we introduce more physical information in the rod model by assuming that it can suffer not only flexure but also compression and shear?
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Engineering
Civil and Structural Engineering
Authors
D.T. Spasic, V.B. Glavardanov,