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

Korea Concrete Institute (한국콘크리트학회)
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An Experimental Study on Post-Crack Equivalent Strength of Steel Fiber Reinforced Concrete

강섬유보강 콘크리트의 균열 후 등가인장강도에 관한 실험적 연구

  • 박홍용 (명지대학교 SOC 공학부 토목·환경공학과) ;
  • 안영진 (명지대학교 SOC 공학부 토목·환경공학과)
  • Published : 2000.04.01
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Abstract

This experimental were carried out in order to investigate the equivalent strength of SFRC (Steel Fiber Reinforced Concrete). Tow hundred and tenh SFRC beeam (size: 150x150x550) were used in the tests the relationships between loading and mid-point deflections of the beams were observed four oint bending loading. From the test results, prediction formulas for the equivalent strength of SFRC beams are suggested.

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