Verification of Applicability of Buried GFRP Pipe through Model Test and Numerical Analysis

실내모형실험과 수치해석을 통한 지중매설된 GFRP관의 거동 특성

  • 권혁준 (홍익대학교 토목공학과) ;
  • 윤명준 (홍익대학교 토목공학과) ;
  • 김진현 (홍익대학교 토목공학과) ;
  • 이명재 (홍익대학교 토목공학과) ;
  • 김홍택 (홍익대학교 토목공학과)
  • Published : 2010.09.09

Abstract

The GFRP(Glass-Fiber Reinforced Plastic) Pipe is designed to behave safely against the external forces and to secure stability of deformation and settlements in pipe, Since it is laid under the ground. In this syudy, the evaluation for stability was carried out by performing the preliminary numerical analysis to decide the sclae effect in case of indoor model test. As a result of, strain of laying pipes is preponderantly reviewed. Numerical analysis is conducted to evaluate on the field application through the comparison concerning relations between deformation and differential settlement in the GFRP and hume pipes.

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