Article ID Journal Published Year Pages File Type
279609 International Journal of Solids and Structures 2009 11 Pages PDF
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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Physical Sciences and Engineering Engineering Civil and Structural Engineering
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