A Study on Behavior of Novel Non-Metallic Anchoring System for FRP Tendons

FRP 긴장재의 비금속 정착 시스템의 거동에 관한 연구

  • 서관세 (육군사관학교 토목공학과) ;
  • 조병완 (한양대학교 토목공학과) ;
  • 이계삼 (육군사관학교 토목공학과) ;
  • 김영진 (한양대학교 토목공학과)
  • Published : 2000.10.01

Abstract

Anchoring systems with structural stability and endurance have been one of the most important elements for PSC structures, especially for the structures using non-corrosive FRP tendons. FRP tendons are in increasing use for underground and coastal structures constantly contacted with fresh water or sea water because of their superiority to metallic ones in corrosion-resistance. In this study new non-metallic anchoring system for FRP tendons has been tested and investigated. The newly developed anchoring system utilizes FRP pipes and HEM (Highly Expansive Mortar). The major factors considered in this experiment were expansive pressure of HEM during its hydration and the strength of GFRP(Glass Fiber Reinforced Plastic) Pipe. Anchoring forces of the new anchoring system were investigated from the pull-out testes. The authors analyzed pull-out procedures of the FRP tendons in the various pipe filled with HEM and suggested an improved idea to develop novel non-metallic anchoring system for FRP tendons

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