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Free Vibration Analysis of Elastic Bars using Isogeometric Approach
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  • Journal title : Architectural research
  • Volume 13, Issue 3,  2011, pp.41-47
  • Publisher : Architectural Institute of Korea
  • DOI : 10.5659/AIKAR.2011.13.3.41
 Title & Authors
Free Vibration Analysis of Elastic Bars using Isogeometric Approach
Lee, Sang-Jin; Park, Kyoung-Sub;
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A study on the free vibration analysis of elastic bar is described in this paper. In order to determine the natural frequencies of bars, a bar element is developed by using isogeometric formulation. The B-spline is introduced to represent the geometry of bar and the same geometric definition is also used to define its unknown displacement field in isogeometric formulation. Therefore, the stiffness and mass matrices are derived by the order-free B-spline basis function. The efficiency and accuracy of the present isogeometric bar elementis demonstrated by using several numerical tests. From numerical results, it is found to be that the present isogeometric element produces very accurate natural frequencies of bars. Finally, the present isogeometric solutions are provided as future reference solutions.
Isogeometric Analysis;Elastic bar;Free Vibration;NURBS;Knot Vector;Control Point;
 Cited by
Isogeometric Analysis of Laminated Plates under Free Vibration,Lee, Sang Jin;

Architectural research, 2014. vol.16. 3, pp.121-129 crossref(new window)
Topology Optimization for Plane Structures using Isogeometric Approach, Journal of the Architectural Institute of Korea Structure & Construction, 2016, 32, 2, 3  crossref(new windwow)
Isogeometric Analysis of Laminated Plates under Free Vibration, Architectural research, 2014, 16, 3, 121  crossref(new windwow)
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