Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Static and Fatigue Test on RC Flexural Beam with Glassfibers

유리섬유로 보강괸 RC휨부재에 대한 정적 및 피로실험

  • 손영준 (정회원, 중앙대학교 토목공학과) ;
  • 윤진수 (정회원, 중앙대학교 토목공학과) ;
  • 강보순 (정회원, 중앙대학교 토목공학과 Post Doc) ;
  • 정영수 (정회원, 중앙대학교 토목공학과)
  • Published : 1998.10.01
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Abstract

In recent years, glassfibers have been used for strengthening in RC structure because of low material cost and easy repairing work. The purpose of this study is to experimentally and analytically investigate the effect of glassfibers for enhancing the capacity of RC structure. The result shows that yield and ultimate strength of RC beam with glassfibers are increased by approximate 13% and 26%, comparing with those for RC beam without glassfibers. It has been observed from the test that fatigue behaviors of RC beam with glassfibers have been significantly and large improved comparing with those for RC beam without glassfibers.

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