Research Article
May 1974
Finite Element Analysis of Slabs on Elastic Solids
Publication: Transportation Engineering Journal of ASCE
Volume 100, Issue 2
Abstract
A finite element method programmed for a high speed computer was developed for analyzing concrete slabs on an elastic continuum. The method differs from conventional in that an iterative scheme is employed. The iterative scheme has the major advantage of reducing the computer storage and can be used for analyzing two slabs with load transfer at the joint. A comparison between the finite element and the analytical solutions indicates that the finite element method is accurate enough for engineering applications. Comparisons of the stresses and deflections obtained by the method with those measured in the Arlington test for various conditions of loading and warping also show good agreements. It was found that the agreement based on full contact between the slab and the subgrade was not as good as that based on the assumption that part of the slab near to the edge is not in contact with the subgrade.
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Published In
Transportation Engineering Journal of ASCE
Volume 100 • Issue 2 • May 1974
Pages: 403 - 416
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: May 1974
Published online: Feb 5, 2021
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Authors
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Yang H. Huang, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.
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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.