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Three-dimensional stability of a rectangular plate under uniaxial tension

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Abstract

The paper studies the three-dimensional stability of an isotropic, linear elastic, rectangular plate under a uniform tensile load applied to its sides. The concept of free strains is used to reduce the three-dimensional problem to a two-dimensional one. It is solved using the three-dimensional linearized theory of stability. An approximate solution of the buckling problem is obtained by the finite-difference method. Numerical results are presented

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Authors and Affiliations

  1. S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kyiv

    Yu. V. Kokhanenko

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  1. Yu. V. Kokhanenko
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Translated from Prikladnaya Mekhanika, Vol. 42, No. 7, pp. 116–123, July 2006.

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Kokhanenko, Y.V. Three-dimensional stability of a rectangular plate under uniaxial tension. Int Appl Mech 42, 825–831 (2006). https://doi.org/10.1007/s10778-006-0151-7

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  • DOI: https://doi.org/10.1007/s10778-006-0151-7

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