Research Article
Jan 1975
Utilization of Cold Work in Cold-Formed Steel
Authors: Niels C. Lind, AM.ASCE, and Dilip K. SchroffAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 1
Abstract
An analysis to predict the yield strength of corners in cold-formed steel structural members was presented by Karren in 1967. It is based on plastic theory, using isotropic power-law strain hardening with von Mises' yield condition and plastic potential. The analysis and consequent design formulas are quite complicated. This paper presents an alterative elementary analysis; specific assumptions of isotropy, von Mises' yield condition, and isotropic power-law strain hardening has been relaxed. The solution is specialized for the case of linear strain hardening, leading a simple and perspicuous design formula. The proposed formula gives practically the same result as existing code procedures.
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Published In
Journal of the Structural Division
Volume 101 • Issue 1 • January 1975
Pages: 67 - 78
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 1, 2021
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Authors
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Niels C. Lind, AM.ASCE
Prof. of Civil Engrg., Univ. of Waterloo, Ontario, Canada
Dilip K. Schroff
Struct. Engr., Peter Sheffield and Assocs., Toronto, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.