한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제17권4호
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  • Pages.43-50
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  • 2017
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  • 1598-4095(pISSN)
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  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
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SHCC 및 고장력 철근 복합 콘크리트 슬래브의 성능실험

Performance Experiments of SHCC and High Tensile Reinforced Composite Concrete Slabs

  • 투고 : 2017.09.07
  • 심사 : 2017.09.23
  • 발행 : 2017.12.15
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초록

A type of one-way concrete composite slabs made by strain hardening cementitious composites (SHCC) deck combined with high tensile reinforcements was developed and evaluated by four-point slab bending test. The SHCC material was considered to have an high-ductile and strain hardening behavior in tension after cracking. From experimental comparisons with conventional reinforced concrete slab, the proposed SHCC and high tensile reinforced concrete composite slab showed more improved responses both in service and ultimate load capacities as well as in control of crack width and deflection.

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참고문헌

  1. Cho, CG., Kappos, AJ., Moon, HJ., Lim, HJ., Experiments and failure analysis of SHCC and reinforced concrete composite slabs, Journal of the Engineering Failure Analysis, Vol. 56, pp.320-331, 2015 https://doi.org/10.1016/j.engfailanal.2015.01.009
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