An Experimental Study on Improved Bearing-Capacity of Reinforced Concrete Beam Using Reinforcement Materials

보강재를 사용한 철근 콘크리트 보의 내력보강에 관한 실험적 연구

  • 홍상균 (중앙대학교 건축공학과) ;
  • 박기철 (한국건설안전기술협회 전문위원) ;
  • 정헌수 (중앙대학교 건축공학과)
  • Published : 1996.10.01

Abstract

In this paper, it is the effect of using fiber sheet (Carbon Fiber Sheet & Aramid Fiber Sheet) and Steel Plate for reinforced concrete beam, 25 specimens are tested, 16 specimens for bending capacity and the other are for shear capacity. In the case of bending testing, the kind and quantity of the reinforcement materials, the bondage and the existence of crack were selected as experimental variables. And in the case of shear testing, it is testified the effect of reinforcement with the variables of the method of reinforcement (side type and U type). As a result, using the reinforcement meterials can increase the capacity of bending stress.

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