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Note on a problem of beam buckling

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Zeitschrift für angewandte Mathematik und Physik ZAMP Aims and scope Submit manuscript

Summary

Formulation and solution of a problem of classical beam buckling, with interesting properties in regard to the difference between direction-fixed and tangential load.

Zusammenfassung

Formulierung und Lösung eines Problemes der klassischen Theorie der Balkenknickung, mit bemerkenswerten Eigenschaften in Bezug auf den Unterschied zwischen richtungsfester und tangentialer Knicklast.

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Author notes

  1. G. E. Lee

    Present address: General Atomic, La Jolla, California

Authors and Affiliations

  1. Dept. of Applied Mechanics and Engineering Sciences, University of California, San Diego, La Jolla, California, USA

    G. E. Lee & E. Reissner

Authors
  1. G. E. Lee
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  2. E. Reissner
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Additional information

Preparation of this note has been supported by the Office of Naval Research, Department of the Navy, Washington, D.C.

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Lee, G.E., Reissner, E. Note on a problem of beam buckling. Journal of Applied Mathematics and Physics (ZAMP) 26, 839–841 (1975). https://doi.org/10.1007/BF01596086

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  • DOI: https://doi.org/10.1007/BF01596086

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