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Variational Principles for Column Buckling |
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| Authors: | ATANACKOVIC T. M. |
| Affiliation: | Faculty of Technical Sciences Veljka Vlahovica 3, Novi Sad, Yugoslavia |
| Abstract: | On the basis of a new variational principle an a priori estimateof the maximal deflection and the maximal slope of an elasticcolumn with variable cross-section is obtained. Also a methodto estimate the critical force is presented. |
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