Horizontally Curved Plates on Elastic Foundations
Publication: Journal of Structural Engineering
Volume 113, Issue 7
Abstract
An analytical solution is presented for the analysis of horizontally curved (or sector) plates on elastic foundations. Circular concrete pavements of highways may be analyzed by this method. Plates with different boundary conditions and subjected to various types of loadings can be treated by the proposed method.
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References
1.
Abou‐Khalil, J. M., and Harik, I. E., “Horizontally Curved Plates on Elastic Foundations,” Civil Engineering Research Report No. UKCE8601, University of Kentucky, Lexington, Ky., May, 1986, 63 pp.
2.
Harik, I. E., “Analytical Solution to Orthotropic Sector,” Journal of Engineering Mechanics, ASCE, Vol. 110, No. 4, Apr., 1984, pp. 554–568.
3.
Harik, I. E., and Pashanasangi, S., “Curved Bridge Decks: Analytical Strip Solution,” Journal of Structural Engineering, ASCE, Vol. 111, No. 7, Jul., 1985, pp. 1517–1532.
4.
Paquette, R. J., Ashford, N., and Wright, P. H., Transportation Engineering: Planning and Design, The Ronald Press Co., New York, N.Y., 1972.
5.
Sargious, M., Pavements and Surfacings for Highivays and Airports, John Wiley and Sons, New York, N.Y., 1975.
6.
Szilard, R., Theory and Analysis of Plates, Prentice‐Hall Inc., Englewood Cliffs, N.J., 1974.
7.
Timoshenko, S., and Woinowsky‐Krieger, S., Theory of Plates and Shells, 2nd ed., McGraw‐Hill Book Co., Inc., New York, N.Y., 1959.
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Copyright © 1987 ASCE.
History
Published online: Jul 1, 1987
Published in print: Jul 1987
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