Elastic Buckling of Elastically Restrained Orthotropic Plate with a Longitudinal Stiffener under In-plane Linearly Distributed Load

면내 선형분포하중을 받으며 두 변이 탄성구속되고 수평보강된 직교이방성판의 탄성좌굴

  • 권성미 (홍익대학교 대학원 토목공학과) ;
  • 정재호 (홍익대학교 대학원 토목공학) ;
  • 채수하 (홍익대학교 대학원 토목공학) ;
  • 윤순종 (홍익대학교 토목공학과)
  • Published : 2001.10.01


This paper presents the results of an elastic buckling analysis of elastically restrained orthotropic plate with a longitudinal stiffener under in-plane linearly distributed load. It is assumed that the loaded edges of web plate are simply supported and other two edges are elastically restrained against rotation. The stiffener is modeled as a beam element and its torsional rigidity is neglected. For the buckling analysis Lagrangian multiplier method is employed. The effects of restraint and longitudinal stiffener are presented in a graphical form.