Yielding of Uniformly Loaded Steel Membersby Maxwell G. Lay,
Serial Information: Journal of the Structural Division, 1965, Vol. 91, Issue 6, Pg. 49-66
Document Type: Journal Paper
Abstract: Expressions are developed for the stiffness of a uniformly yielded steel member. Flexural stiffness is shown to be non-zero for all yielded configurations of the member, and thus non-zero buckling loads may be obtained. The stiffness expressions are developed by considering the discontinuous nature of the yielding of structural steel, and they are presented for later use in a buckling analysis of members in plastically designed steel frames.
Subject Headings: Stiffening | Steel frames | Buckling | Load factors | Structural steel | Flexural strength | Steel structures |
Services: Buy this book/Buy this article
Return to search