Buckling of Simply Supported Oblique Plates
- 1 September 1963
- journal article
- Published by ASME International in Journal of Applied Mechanics
- Vol. 30 (3) , 363-366
- https://doi.org/10.1115/1.3636562
Abstract
Based on the general theory of thin plates and shells previously developed by the first author, which holds also for oblique coordinate system, the problem of buckling of simply supported parallelogram plates is treated. Numerical values of the critical stresses of buckling under compression and shear are calculated, respectively, for plates having angles between 45 and 135 deg, and for side ratios 1 and 2.Keywords
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