A Study on the Flexural Analysis of FRP Plate to Develop Fabricated Permanent Soil Nailing System

조립식 영구 쏘일네일링 공법의 개발을 위한 FRP평판의 휨해석에 관한 연구

  • 최훈 (홍익대학교 토목공학과 대학원) ;
  • 주형중 (홍익대학교 토목공학과 대학원) ;
  • 남정훈 (홍익대학교 토목공학과 대학원) ;
  • 윤순종 (홍익대학교 토목공학과)
  • Published : 2005.04.29

Abstract

Application of the soil nailing system is continuously extended to stabilize excavations and slopes. Although there are many applications in the construction site, the system is still needed to improve its mechanical performance and durability. So, the use of FRP for this system can be an alternative for the conventional system. Recently, there has been a greatly increased demand for the use of FRP (fiber reinforced plastic) in civil engineering applications due to their superior mechanical and physical properties. This paper presents an experimental and theoretical study on the flexural behavior of FRP plate to develop fabricated permanent soil nailing system. In this study, mechanical properties of FRP plate have been investigated. Rectangular FRP plates that is simply supported and uniformly loaded over the area of a circle at the center of plate are analyzed by experiment, classical plate theory, and finite element method. From the results of analysis we can determine the shape of curved FRP plate which will exert certain amount of prestressing force in soil nail.

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