Stability of Plates under Partial Edge Loading
- 1 October 1962
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 88 (5) , 67-86
- https://doi.org/10.1061/jmcea3.0000328
Abstract
Solutions to plate stability problems involving rectangular plates under partial edge compression; 7 different load combinations are investigated for clamped and simply supported plates having height-to-width ratios of 1/3 to 3; results are presented in form of charts, with buckling coefficients plotted as function of plate shape for each loading case; cricital load is obtained by generating equations for varying load intensity and then finding intensity at which determinant of system is zero.Keywords
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