Large deformations of a heavy cantilever

Author:

Wang Chang Yi

Abstract

A cantilever of uniform cross-section and density is held at an angle α \alpha at one end. The shape of the cantilever depends heavily on α \alpha and a nondimensional parameter K K which represents the relative importance of density and length so that of flexural rigidity. Perturbations on the elastica equations for small and large K K show good agreement with exact numerical integration. It is found that whenever K K reaches a critical value, bifurcations of the solutions occur. This nonuniqueness can be observed by the flipping phenomena as α \alpha is increased.

Publisher

American Mathematical Society (AMS)

Subject

Applied Mathematics

Reference7 articles.

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5. Large deflections of a cantilever beam with uniformly distributed load;Rohde, F. Virginia;Quart. Appl. Math.,1953

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