Research Article
Apr 1978
Elastic-Plastic Slabs on Elastic Foundation
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 4
Abstract
A method of analysis and design of rectangular and circular elastoplastic, reinforced concrete, and slabs resting on a Winkler-type foundation is proposed in this paper. The method is an application of the yield-line theory of structures and gives upper bounds of the true limit loads. It is very simple and flexible so that realistic slab and loading configurations can be easily accounted for. The results of the method for a circular, centrally loaded slab agree with the ones reported by other researchers for a Winkler foundation, while of much interest is the comparison with the results for an elastic half space.
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Published In
Journal of the Structural Division
Volume 104 • Issue 4 • April 1978
Pages: 621 - 636
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Apr 1978
Published online: Feb 1, 2021
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Authors
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George Gazetas, AM.ASCE
Research Assoc., N.T. Univ. of Athens, Athens, Greece; Soils Engr., Geomechaniki, S.A., Athens, Greece
Theodosios P. Tassios
Prof., Faculty of Civ. Engrg., N.T. Univ. of Athens, Athens, Greece
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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.