Elastic Buckling Characteristics of Corrugated Culverts of Orthotropic Material

직교 이방성 재료 파형 암거의 탄성 화굴 거동 특성

  • 김태연 (고려대학교 사회환경시스템공학과) ;
  • 한택희 (고려대학교 공학기술연구소) ;
  • 한금호 (고려대학교 사회환경시스템공학과) ;
  • 강진욱 (삼성물산(주) 건설부문 토목기술팀) ;
  • 이명섭 (삼성물산(주) 건설부문 토목기술팀) ;
  • 강영종 (고려대학교 사회환경시스템공학과)
  • Published : 2006.04.01

Abstract

The elastic buckling strength of a corrugated culvert made of orthotropic material such as FRP was evaluated. The height and length of a corrugated wave and the thickness of the culvert were considered as factors affecting the buckling strength of the culvert. And also, the ratio of the longitudinal stiffness and transverse stiffness was considered as the parameter affecting on the buckling strength of the used orthotropic material. Buckling strengths of various corrugated culvert models with different shapes and stiffness ratio were evaluated by FE analyses and a formula to estimate the elastic buckling strength was suggested from the regression with FE analysis results. Analysis results show that a corrugated culvert has superior buckling strength to a general flat pipe and the suggested formula estimates accurate buckling strength of the corrugated culverts made of orthotropic material.

Keywords