Static Analysis of Thin Rectangular Plate Resting on Pasternak Foundation

Author:

Dutta Ashis Kumar,Bandyopadhyay Debasish,Mandal Jagat Jyoti

Publisher

Springer Singapore

Reference14 articles.

1. Hetenyi, M.: A general solution for the bending of beams on an elastic foundation of arbitrary continuity. J. Appl. Phys. 21, 55–58 (1950)

2. Filonenko-Borodich, M.M.: Some Approximate Theories of Elastic Foundation, vol. 46, pp. 3–18. Uchenyie Zapiski Moskovskogo Gosudarstuennogo Universiteta Mekhanika, Moscow (1940) (in Russian)

3. Pasternak, P.L.: On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants. Gosudarstvennoe Izdatelstvo Literaturi po Stroitelstuve i Arkhitekture, Moscow (1954) (in Russian)

4. Mishra, R.C., Chakrabarti, S.K.: Shear and attachment effects on the behaviour of rectangular plates resting on tensionless elastic foundation. Eng. Struct. 19(7), 551–567 (1997)

5. Buczkowski, R., Torbacki, W.: Finite element modeling of thick plates on two parameter elastic foundation. Int. J. Numer. Anal. Meth. Geomech. 25, 1409–1427 (2001)

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