An Experimental Study on Shear Strengthening of Concrete Deep Beams with Glass Fiber Sheets

유리섬유보강재를 이용한 Deep Beam의 전단보강에 관한 실험적 연구

  • 조병완 (한양대학교 토목공학과) ;
  • 김영진 (한양대학교 토목공학과) ;
  • 김도 (한양대학교 토목공학과)
  • Published : 1997.10.01

Abstract

Recently, many researchers have performed R&D about strengthening of R/C with steel plates, carbon fiber sheets. aramid fiber sheets and glass fiber sheets, and so on. However most of research were limited in study of flexural strengthening of R/C beams. This paper shows the results of an experimental study on shear reinforcement of deep beams using Glass Fiber Sheet in relation to shear-span ratio. strengthening orientation and anchorage. The results prove that shear failure is governed by reinforced orientation. adherence and anchorage. Additional anchorage of fibers does not only cause the improvement in the internal resistance, but also control the brittle shear failure of specimen after reaching the maximum load.

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