The Flexural Behavior of Reinforced Hwangtoh-Concrete Beams

황토와 슬래그를 첨가한 철근콘크리트 보의 휨 거동

  • 강홍기 (중앙대학교 건축공학과) ;
  • 양근혁 (목포대학교 건축조경토목공학부) ;
  • 황혜주 (목포대학교 건축조경토목공학부) ;
  • 정헌수 (중앙대학교 건축학과)
  • Published : 2004.11.01

Abstract

This paper reports the results of experimental study on the effects of replacement level of hwangtoh or slag on the flexural behavior of reinforced hwangtoh-concrete beams. All the beams were singly reinforced with longitudinal bar ratio p=0.5pb and were tested under two-point top loading. The flexural strengths obtained from tests, such as initial cracking strength, serviceability strength, maximum strength, were compared with ACI 318-02.

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