Research Article
Jul 1970
Deflection Analysis for Shakedown
Publication: Journal of the Structural Division
Volume 96, Issue 7
Abstract
A theoretical means of computing the deflections of beams subjected to variable repeated loading is discussed. The method of analysis includes strain hardening, changes in the virgin moment-curvature curve due to the cyclic nature of the load, and allows yielding to occur over a finite region of the beam. The results of the analysis are compared to test results. The method predicts shakedown loads beyond the simple plastic load and accurately predicts deflection response.
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Published In
Journal of the Structural Division
Volume 96 • Issue 7 • July 1970
Pages: 1359 - 1376
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jul 1970
Published online: Feb 1, 2021
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Dale G. Eyre, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of New Brunswick, Fredericton, N.B., Canada
Theodore V. Galambos, M.ASCE
Prof. of Civ. Engrg., 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.