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Large deflection of a circular cantilever beam with uniformly distributed load

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Summary

In this paper, the bending of thin circular cantilever beam, convex downward, under a uniformly distributed load is discussedby the use of the Bernoulli-Euler equation. The solutions are obtained in the form of power series. Numerical results are also presented.

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  1. K. Satō

    Present address: Department of Mechanical Engineering, Tōhoku University, Sakurakōji, Sendai, Japan

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    1. K. Satō
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    Additional information

    The author wishes to thank Dr. S. Higuchi, Professor Emeritus of the Tōhoku University, for his suggestion and encouragement in the work. The author also wishes to thank Professor F. Numachi and Professor O. Tamate for their kind advice.

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    Satō, K. Large deflection of a circular cantilever beam with uniformly distributed load. Ing. arch 27, 195–200 (1959). https://doi.org/10.1007/BF00536388

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    • DOI: https://doi.org/10.1007/BF00536388

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