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Free Vibration Analysis of Plate Structures Using Finite Element-Transfer Stiffness Coefficient Method  

Park, Myung-Soo (Department of Control ＆ Mechanical Engineering, Division of Mechanical Engineering, Pukyong National University)
Publication Information
Journal of Mechanical Science and Technology / v.17, no.6, 2003 , pp. 805-815 More about this Journal
Abstract
In order to execute efficiently the free vibration analysis of 2-dimensional structures like plate structures, the author developed the finite element-transfer stiffness coefficient method. This method is based on the combination of the modeling techniques in the FEM and the transfer technique of the stiffness coefficient in the transfer stiffness coefficient method. Numerical results of the simply supported and the elastic supported rectangular plates showed that the present method can be successfully applied to the free vibration analysis of plate structures on a personal computer. We confirmed that, in the case of analyzing the free vibration of rectangular plate structures, the present method is superior to the FEM from the viewpoint of computation time and storage.
Keywords
Finite Element-Transfer Stiffness Coefficient Method; Finite Element Method; Free Vibration; Plate; Computation Time; Natural Frequency; Mode Shape;
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Times Cited By KSCI : 2  (Citation Analysis)
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