Ultimate Strenth Behaviour for Perforated Stiffened Panels under Longitudinal Compressive Load

종방향 압축하중을 받는 선체 유공보강판의 최종강도 거동에 관한 연구

  • 고재용 (목포해양대학교 해양시스템공학부) ;
  • 박주신 (목포해양대학교 해양시스템공학부) ;
  • 이계희 (목포해양대학교 해양시스템공학부)
  • Published : 2005.04.01

Abstract

Ship have cutout inner bottom and girder and floor etc. Ship's structure is used much, and structure strength must be situated, but establish new concept when high stress interacts sometimes fatally the area. There is no big problem usually by aim of weight reduction, a person and change of freight, piping etc.. Because cutout's existence grow up in this place, and elastic buckling strength by load causes large effect in ultimate strength. Therefore, stiffened perforated plate considering buckling strength and ultimate strength is one of important design criteria which must examine when decide structural concept at initial design. Therefore, md, reasonable buckling strength about stiffened perforated plate need to ultimate strength limited design . Calculated ultimate strength varied several web height and cutout's dimension, and thickness in this investigated data. Used program(ANSYS) applied F.E.A code based on finite element method

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