2008
DOI: 10.1080/15502280802225283
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Buckling of a Higher-Order Beam: Exact and Numerical Results

Abstract: In this paper, the static problem of the buckling of a higherorder beam is treated. The three usual models, i.e. simply supported, clamped-hinged and clamped-clamped beam, have been considered. The analytical solution has been deduced and compared with a numerical solution obtained by means of a DQ based approach.

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References 8 publications
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