Elastic Behavior Characteristics of GFRP Pipes Reinforced with Ribs

리브 보강 GFRP 관로의 탄성 좌굴거동 특성

  • 서주형 (고려대학교 사회환경시스템공학과) ;
  • 한택희 (고려대학교 공학기술연구소) ;
  • 윤기용 (선문대학교 토목공학과) ;
  • 강진욱 (삼성물산(주) 건설부문 토목기술팀) ;
  • 이명섭 (삼성물산(주) 건설부문 토목기술팀) ;
  • 강영종 (고려대학교 사회환경시스템공학과)
  • Published : 2006.04.01

Abstract

The elastic budding strength of a GFRP pipe reinforced with ribs was evaluated. The height and thickness of a rib and the spacing between two adjacent ribs were considered as factors affecting tlje budding strength of the pipe. And also, the ratio of the longitudinal stiffness and transverse stiffness was considered as the parameter affecting on the budding strength because GFRP is orthotropic material. Buckling strengths of various GFRP pipe models with different shapes and stiffness ratio were evaluated by FE analyses and a formula to estimate the elastic buckling strength of a rib-reinforced pipe made of orthotropic material was suggested from the regression with FE analysis results. Analysis results show that a rib-reinforced pipe has superior buckling strength to a general flat pipe and the suggested formula estimates accurate buckling strength of the rib-reinforced pipe.

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