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A Buckling Problem: A Beam Resting on a Continuous Elastic Foundation with Concentrated Elastic End Supports

Aircraft Engineering and Aerospace Technology

ISSN: 0002-2667

Article publication date: 1 August 1946

Abstract

IF a beam is laterally resting on a continuous elastic foundation then it is usually assumed in the technical literature that the intensity of lateral pressure p(u) is proportional to the deflexion v(u)

Citation

Ratzersdorfer, J. (1946), "A Buckling Problem: A Beam Resting on a Continuous Elastic Foundation with Concentrated Elastic End Supports", Aircraft Engineering and Aerospace Technology, Vol. 18 No. 8, pp. 266-268. https://doi.org/10.1108/eb031403

Publisher

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MCB UP Ltd

Copyright © 1946, MCB UP Limited