Local Buckling of Beams under Stress Gradient
- 1 August 1979
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 105 (8) , 1571-1588
- https://doi.org/10.1061/jsdeag.0005211
Abstract
A study of local buckling of wide-flange and box section beams subjected to stress gradients due to transverse loading is presented. The resulting eigen matrices are solved using a search technique. Buckling coefficients for typical cases are presented. Results are compared with those used for customary design procedure.Keywords
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