Effective Lengths of Partially Plastic Steel Beams

by David A. Nethercot, Lect.; Dept. of Civ. and Struct. Engrg., The Univ., Sheffield, England,


Serial Information: Journal of the Structural Division, 1975, Vol. 101, Issue 5, Pg. 1163-1166


Document Type: Journal Paper

Abstract: This paper shows the manner in which the values of k for the beam buckling problem vary as a result of changes in the relative stiffnesses of the different spans.

Subject Headings: Steel beams | Buckling | Stiffening | Effective length | Plastics

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