토지주택연구 (Land and Housing Review)

  • 제2권4호
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  • Pages.471-477
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  • 2011
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  • 2093-8829(pISSN)
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  • 2234-1765(eISSN)
한국토지주택공사 토지주택연구원 (Land and Housing Research Institute)
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Effects of Replacement Ratio of Recycled Coarse Aggregate on the Shear Performance of Reinforced Concrete Beams without Shear Reinforcement

  • 투고 : 2011.09.01
  • 심사 : 2011.10.26
  • 발행 : 2011.10.30
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초록

This paper will describe the experimental results on the shear behaviors of reinforced concrete (RC) beam with recycled coarse aggregate (RCA). The primary objective of this research is to evaluate the influences of different RCA replacement percentage (i.e, 0%, 30%, 60%, and 100%) on the shear performance of reinforced concrete beams without shear reinforcement. Eight large-scale RC beams without shear reinforcement were manufactured and tested to shear failure. All had a rectangular cross-section with 400mm width ${\times}$ 600mm depth and 6000mm length, and were tested with a shear span-to-depth of 5.1. The results showed that the deflection and shear strength were little affected by the different RCA replacement percentage. Actual shear strength of each RCA beam was compared with the shear strength predicted using the provisions of ACI 318 code and Zsutty'e equation for shear design of RC beams. ACI 318 code predicted the shear strength of RCA reinforced concrete beams well.

키워드

참고문헌

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피인용 문헌

  1. Shear strength of reinforced concrete beams with recycled aggregates pp.2048-4011, 2019, https://doi.org/10.1177/1369433219829815