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Vibration and Buckling of Thick Plates using Isogeometric ApproachVibration and Buckling of Thick Plates using Isogeometric Approach

Other Titles
Vibration and Buckling of Thick Plates using Isogeometric Approach
Authors
이상진김하룡
Issue Date
2013
Publisher
대한건축학회
Keywords
Isogeometric Analysis; Thick Plate; Free Vibration; Liner Buckling; B-spline; NURBS
Citation
Architectural Research, v.15, no.1, pp 35 - 42
Pages
8
Indexed
KCI
Journal Title
Architectural Research
Volume
15
Number
1
Start Page
35
End Page
42
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/21555
ISSN
1229-6163
2383-5575
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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