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- W1515701264 abstract "This article explains results developed from the following research: 'The Stability of Plates and Shells beyond the Elastic Limit.' A significant improvement is found in the derivation of the relations between the stress factors and the strains resulting from the instability of plates and shells. In a strict analysis, the problem reduces to the solution of two simultaneous nonlinear partial differential equations of the fourth order in the deflection and stress function, and in the approximate analysis to a single linear equation of the Bryan type. Solutions are given for the special cases of a rectangular plate buckling into a cylindrical form, and of an arbitrarily shaped plate under uniform compression. These solutions indicate that the accuracy obtained by the approximate method is satisfactory." @default.
- W1515701264 created "2016-06-24" @default.
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- W1515701264 date "1947-12-01" @default.
- W1515701264 modified "2023-09-25" @default.
- W1515701264 title "The Elasto-Plastic Stability of Plates" @default.
- W1515701264 hasPublicationYear "1947" @default.
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