캔틸레버 원통형 쉘의 단부보강 해석

Analysis of Cantilever Cylindrical Shells with Edge-Stiffeners

  • 박원태 (공주대학교 건설환경공학부) ;
  • 손병직 (건양대학교 토목시스템공학과)
  • Park, Weon-Tae (Division of Construction & Environmental Engineering, Kongju National University) ;
  • Son, Byung-Jik (Department of Civil Engineering, Konyang University)
  • 발행 : 2005.12.31

초록

In this study, cantilever cylindrical shells with edge-stiffeners are analyzed. A versatile 4-node flat shell element which is useful for the analysis of shell structures is used. An improved flat shell element is established by the combined use of the addition of non-conforming displacement modes and the substitute shear strain fields. Three models by load conditions are considered. Model A, B and C are loaded by point load at the free edge, line load and external pressure respectively. A various parameter examples are presented to obtain proper stiffened length and stiffened thickness of edge-stiffeners. It is shown that the thickness of shell can be reduced more than 50% for Model A, about $20{\sim}30%$ for Model B by appropriate edge-stiffeners.

키워드

참고문헌

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