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Architectural Institute of Korea (대한건축학회)
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Vibration and Buckling of Thick Plates using Isogeometric Approach

  • Lee, Sang Jin (ADOPT Research Group, Department of Architectural Engineering, Gyeongsang National University) ;
  • Kim, Ha Ryong (ADOPT Research Group, Department of Architectural Engineering, Gyeongsang National University)
  • Received : 2012.07.06
  • Accepted : 2013.02.23
  • Published : 2013.03.30
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Abstract

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.

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References

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