Transactions of the Korean Society for Noise and Vibration Engineering (한국소음진동공학회논문집)

The Korean Society for Noise and Vibration Engineering (한국소음진동공학회)
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Stability Analysis of Stiffened Plates on Elastic Foundations

탄성지반으로 지지된 보강판의 안정해석

  • 이병구 (원광대학교 건축학부) ;
  • 이용수 (원광대학교 대학원 건축공학과) ;
  • 오숙경 (원광대학교 대학원 토목환경공학과) ;
  • 이태은 (원광대학교 토목환경도시공학부)
  • Published : 2003.12.01
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Abstract

This research analyzes the dynamic stability of stiffened plates on elastic foundations using the finite element method. For analyzing the stiffened plates, both the Mindlin plate theory and Timoshenko beam-column theory were applied. In application of the finite element method, 8-nodes serendipity element system and 3-nodes finite element system were used for plate and beam elements, respectively Elastic foundations were modeled as the Pasternak foundations in which the continuity effect of foundation is considered. In order to verify the theory of this study, solutions obtained by this analysis were compared with the classical solutions in open literature and experimental solutions. The dynamic stability legions of stiffened plates on Pasternak foundations were determined according to changes of in-plane stresses, foundation parameters and dimensions of stiffener.

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References

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