Brief Report
Sep 1975
Shakedown of Bars under Extreme Loads
Publication: Journal of the Structural Division
Volume 101, Issue 9
Abstract
This paper is to report on an investigation of shakedown response where the initial load was equal to the fully plastic load. Thus, no preceding yield history was present. A previous theoretical investigation indicated that shakedown deflections where the first load was slightly higher than the fully plastic load were approximately equal to the shakedown deflections where yielding occurred gradually due to a long history of prior cyclic loading. The theoretical deflections of the two types of loading history agreed exactly at the first load level above the fully plastic load. This next load level was in excess of the fully plastic load by 7%. Physical testing to corroborate the theoretical evidence is reported in this paper. A total of three beams were tested.
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Information
Published In
Journal of the Structural Division
Volume 101 • Issue 9 • September 1975
Pages: 2005 - 2009
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Sep 1975
Published online: Feb 1, 2021
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Authors
Affiliations
Dale G. Eyre, M.ASCE
Chf. Engr., CANRON Ltd., Montreal, Canada
Theodore V. Galambos, F.ASCE
Prof., and Chmn. of Civ. and Environmental Engrg. Dept., Washington Univ., St. Louis, Mo.
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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.