Analytical method to predict the bending behavior of skewed thick plates on Winkler foundation

Author:

CHUN Pang-jo,OHGA Mitao

Publisher

Japan Society of Civil Engineers

Reference15 articles.

1. 1) Timoshenko, S. P. and Woinowsky-Krieger, S.: Theory of plates and shells, 2nd ed, Engineering Societies Monographs, New York, McGraw-Hill, 1959.

2. 2) Celep, Z.: Rectangular plates resting on tensionless elastic foundation, Journal of Engineering mechanics, Vol.114, pp. 2083-2092, 1988.

3. 3) Kennedy, J. B.: Influence of elastic support on the bending of parallelogram plates, Applied Scientific Research, Vol. 18, No.1, pp. 68-80, 1968.

4. 4) Ng, S. F. and Das, B.: Finite deflection of skew sandwich plates on elastic foundations by the Galerkin method, Mechanics Based Design of Structures and Machines, Vol.14, No.3, pp. 355-377, 1986.

5. 5) Chell, G. C., Mondal, S., and Bairagi, G.: Large deflection analysis of rhombic sandwich plates placed on elastic foundation, Indian Journal of Engineering & Materials Sciences, Vol.15, pp. 7-13, 2008.

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