Local Instability in Plates and Channel Struts
- 1 June 1966
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 92 (3) , 39-56
- https://doi.org/10.1061/jsdeag.0001478
Abstract
A theoretical and experimental Investigation of the initial buckling of a thin flat rectangular plate is presented. A method is outlined whereby the theoretical plate buckling load of plain and lipped channel sections are obtained from the individual buckling characteristics of the web and flange plates. It is shown that good agreement is obtained between these theoretical loads and the corresponding experimental values obtained by the author.Keywords
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