Buckling of Fixedly Supported Orthotropic Plate under In-plane Linearly Distributed Forces

면내 선형분포하중을 받는 고정지지된 직교이방성판의 좌굴

  • 정재호 (홍익대학교 대학원 토목공학과) ;
  • 채수하 (홍익대학교 대학원 토목공학과) ;
  • 남정훈 (홍익대학교 대학원 토목공학과) ;
  • 윤순종 (홍익대학교 대학원 토목공학과)
  • Published : 2000.04.01

Abstract

This paper presents the results of an elastic buckling analysis of orthotropic plate under in-plane linearly distributed forces. The analytical solution for the orthotropic plate whose boundaries were assumed to be simply supported was derived in the previous work. In this study the loaded edges of plate are assumed to be simply supported and other two edges are assumed to be fixed. For the buckling analysis Rayleigh-Ritz method is employed. Graphical form of results for finding the elastic buckling strength of orthotropic plate under in-plane linearly distributed forces is presented.