한국철도학회:학술대회논문집 (Proceedings of the KSR Conference)

한국철도학회 (The Korean Society for Railway)
권호 표지

강섬유 철근콘크리트의 균열특성

Crack Behavior of Steel Fiber Reinforced Concrete

  • 강보순 (경주대학교 건설환경시스템공학부) ;
  • 황성춘 (경주대학교 건설환경시스템공학) ;
  • 심형섭 (경주대학교 건설환경시스템공학부)
  • 발행 : 2000.11.01
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초록

Crack behavior of steel fiber concrete(SFC) and reinforced steel fiber concrete(RSFC) specimens has been experimentally and analytical investigated. Clack behavior of RSFC beams influenced by longitudinal reinforcement ratio, volume and type of steel fiber, strenth of concrete. It can be observed from experimental result that addition of steel fiber to concrete specimen reduce crack width and increases stiffness, and thus enhances the behavior in serviceability limit states also high cyclic loading

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