Structural Engineering and Mechanics

  • 제41권3호
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  • Pages.407-420
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of anchorage and strength of stirrups on shear behavior of high-strength concrete beams

  • Yang, Jun-Mo (Steel Structure Research Division, Research Institute of Industrial Science & Technology) ;
  • Min, Kyung-Hwan (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Yoon, Young-Soo (School of Civil, Environmental and Architectural Engineering, Korea University)
  • 투고 : 2011.09.26
  • 심사 : 2012.01.10
  • 발행 : 2012.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

This study investigated possible ways to replace conventional stirrups used on high-strength concrete members with improved reinforcing materials. Headed bar and high-strength steel were chosen to substitute for conventional stirrups, and an experimental comparison between the shear behavior of high-strength concrete large beams reinforced with conventional stirrups and the chosen stirrup substitutes was made. Test results indicated that the headed bar and the high-strength steel led to a significant reserve of shear strength and a good redistribution of shear between stirrups after shear cracking. This is due to the headed bar providing excellent end anchorage and the high-strength steel successfully resisting higher and sudden shear transmission from the concrete to the shear reinforcement. Experimental results presented in this paper were also compared with various prediction models for shear strength of concrete members.

키워드

참고문헌

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피인용 문헌

  1. Bond behaviour of straight, hooked, U-shaped and headed bars in cracked concrete vol.17, pp.5, 2016, https://doi.org/10.1002/suco.201500199
  2. FE modeling of inelastic behavior of reinforced high-strength concrete continuous beams vol.49, pp.3, 2014, https://doi.org/10.12989/sem.2014.49.3.373