Research Article
Mar 1982
Restrained Crooked Aluminum Columns
Publication: Journal of the Structural Division
Volume 108, Issue 3
Abstract
The strength of aluminum pinned crooked columns has been derived as the basis of a design column curve. The effective length factor concept has then been presented and a value for crooked columns introduced (Kcrooked). This factor can only be numerically determined and has no direct theoretical relation with the classical effective length factor (Kel) derived from elastic buckling analyses. Many examples have, however, shown that Kcrooked is less than Kel and that it is conservative to base a design on Kel and a column curve derived for pinned crooked columns. It has also been shown that the amount of restraint necessary to compensate the effect of initial imperfection is strongly dependent on the slenderness ratio of the member.
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Information
Published In
Journal of the Structural Division
Volume 108 • Issue 3 • March 1982
Pages: 511 - 524
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Mar 1982
Published online: Feb 1, 2021
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Authors
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Jacques Chapuis, AM.ASCE
Consulting Engr., Lausanne, Switzerland
Theodore V. Galambos, F.ASCE
Prof., Civ. and Mineral Engrg. Dept., Univ. of Minnesota, Minneapolis, Minn.
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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.