Three-dimensional stability of a rectangular plate under uniaxial tension |
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Authors: | Yu. V. Kokhanenko |
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Affiliation: | (1) S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kyiv |
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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 __________ Translated from Prikladnaya Mekhanika, Vol. 42, No. 7, pp. 116–123, July 2006. |
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Keywords: | three-dimensional linearized theory of stability critical parameters free strains finite-difference method basic scheme |
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