| Autor: |
Chilton, David S., Wekezer, Jerzy W., Chilton, David S., Wekezer, Jerzy W. |
| Zdroj: |
Journal of Structural Engineering; November 1990, Vol. 116 Issue: 11 p3236-3241, 6p |
| Abstrakt: |
Analysis of rectangular plates resting on a Winkler-type, one-parameter foundation is studied. The finite element method is applied and a 12-degree-of-freedom, nonconforming rectangular plate element is adopted. Based on shape functions of the plate element, an energy approach is used to derive a closed-form, 12-by-12, consistent foundation stiffness matrix for a rectangular plate on an elastic subgrade. A commonly used method of modeling structural elements on an elastic foundation is the application of discrete springs at the element nodes. The model developed in this paper is compared with the discrete spring model and the convergence of both models is discussed. The convergence of the models is compared with the well-known classical solution of plates on elastic foundation developed in the 1950s. Both models show good convergence to the classical solution. The continuous subgrade response model converges in a manner more consistent with the flexibility of the plate element. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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