Circular plates on elastic foundations modelled with annular plates

Date

1998-08-21

Author

Utku, M
Citipitioglu, E
Inceleme, I

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In this paper, a new formulation is presented for the analysis of circular plates supported on elastic foundations. The formulation is based on the flexibility and stiffness methods of structural analysis. Classical thin plate theory for small deformations is applied to obtain the flexibility and stiffness coefficients. The circular plate is represented as a series of simply supported annular plates resting on support springs along their common edges. The computer implementation of the method is given, and solutions obtained for an illustrative case are discussed.

URI

https://hdl.handle.net/11511/66496

Conference Name

1st International Conference on Engineering Computational Technology/4th International Conference on Computational Structures

Collections

Department of Civil Engineering, Conference / Seminar

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Citation Formats

M. Utku, E. Citipitioglu, and I. Inceleme, “Circular plates on elastic foundations modelled with annular plates,” Edinburg, SCOTLAND, 1998, p. 419, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/66496.