Research Article
Oct 1973
Shakedown of Grids
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 99, Issue 10
Abstract
The simple shakedown theory that employs the assumptions of plastic design is extended to grids in the paper. The grids are continuous over supports of fixed elevation and contain three main girders and three cross beams per span. Torsion in the grid is ignored. After the theoretical analysis, an example is treated for clarification. It is found that the shakedown load for the grid falls between the load which initiates yielding, and the load at which a fully plastic mechanism is formed.
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Published In
Journal of the Structural Division
Volume 99 • Issue 10 • October 1973
Pages: 2049 - 2060
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
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, F.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.