Post-Buckling Strength of Wide-Flange Beams

by G.C. Lee,
T.V. Galambos,

Serial Information: Journal of the Engineering Mechanics Division, 1962, Vol. 88, Issue 1, Pg. 59-78

Document Type: Journal Paper


Results of series of experiments to study behavior of short, laterally braced wide-flange beams; determination of maximum permissible spacing of lateral supports for beams subjected to constant plastic moment, and post-buckling strength of relatively short beams; beams longer than 45 ry failed because of lateral buckling.

Subject Headings: Post buckling | Structural strength | Flanges | Beams | Bracing | Spacing | Plastics | Moment (mechanics)

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