- Issue
- Journal of Siberian Federal University. Engineering & Technologies. 2020 13 (2)
- Authors
- Salawu, Saheed; Sobamowo, Gbeminiyi
- Contact information
- Salawu, Saheed: University of Lagos Akoka, Nigeria; ; Sobamowo, Gbeminiyi: University of Lagos Akoka, Nigeria;
- Keywords
- dynamic analysis; natural frequency; deflection; Winkler and Pasternak; Laplace and variation parameters method
- Abstract
Dynamic behaviour of isotropic rectangular plate resting on two-parameter foundation is investigated. The governing partial differential equation is transformed to ordinary differential equation due to Galerkin method of separation. The hybrid method of Laplace transform and variation parameters method is used to analyze the ordinary differential equation. Introduction of exact method helps in fast convergence of the results. Obtained analytical solutions are compared with existing literature and confirmed as accurate. They are used to examine the effect of controlling parameters on the plate natural frequencies. Due to obtained results it is obvious that, the increase of both elastic foundation parameter and aspect ratio results in increasing the natural frequency. The solution is found immediately by means of a few iterations
- Pages
- 162-174
- DOI
- 10.17516/1999-494X-0213
- Paper at repository of SibFU
- https://elib.sfu-kras.ru/handle/2311/135150
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0).