On limit analysis of plates
- 1 January 1958
- journal article
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 16 (1), 61-71
- https://doi.org/10.1090/qam/102256
Abstract
The bending of thin perfectly plastic plates of arbitrary shape under transverse load is studied. The collapse load for a concentrated force on such a plate is found to be 2 π 2\pi times the yield moment.Keywords
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