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Vibration and Buckling of Thick Plates using Isogeometric Approach
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  • Journal title : Architectural research
  • Volume 15, Issue 1,  2013, pp.35-42
  • Publisher : Architectural Institute of Korea
  • DOI : 10.5659/AIKAR.2013.15.1.35
 Title & Authors
Vibration and Buckling of Thick Plates using Isogeometric Approach
Lee, Sang Jin; Kim, Ha Ryong;
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A study on the free vibration and linear buckling analyses of thick plates is described in this article. In order to determine the natural frequencies and buckling loads of plates, a plate element is developed by using isogeometric approach. The Non-uniform B-spline surface (NURBS) is used to represent both plate geometry and the unknown displacement field of plate. All terms required in isogeometric formulation are consistently derived by NURBS definition. The capability of the present plate element is demonstrated by using several numerical examples. From numerical results, it is found to be that the present isogeometric element can predict accurate natural frequencies and buckling loads of plates.
Isogeometric Analysis;Thick Plate;Free Vibration;Liner Buckling;B-spline;NURBS;
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