Research Article
Dec 1965
Yielding of Uniformly Loaded Steel Members
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 91, Issue 6
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.
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Published In
Journal of the Structural Division
Volume 91 • Issue 6 • December 1965
Pages: 49 - 66
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 1, 2021
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Maxwell G. Lay, AM.ASCE
Engr., State E lectricity Comm., Melbourne, Australia; formerly, Research Instructor, Fritz Engrg. Lab., Civ. Engrg. Dept., Lehigh Univ., Bethlehem, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.