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Die Knicklast des einseitig eingespannten Stabes als zweiparametriges, nichtkonservatives Eigenwertproblem

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Summary

The paper deals with an application of Galerkin's method to a nonconservative problem of the elastic stability of bars. It is shown that the relation between the critical loads of the two-parametric eigenvalue problem is nearly linear.

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Literaturverzeichnis

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Authors and Affiliations

  1. Inst. für Technische Mechanik und Festigkeitslehre, Universität Karlsruhe (TH), Karlsruhe, Deutschland

    Werner Fischer

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  1. Werner Fischer
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Fischer, W. Die Knicklast des einseitig eingespannten Stabes als zweiparametriges, nichtkonservatives Eigenwertproblem. Journal of Applied Mathematics and Physics (ZAMP) 20, 544–547 (1969). https://doi.org/10.1007/BF01595047

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  • DOI: https://doi.org/10.1007/BF01595047

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