On Shear Capacity of Reinforced Concrete Deep Beams with Rectangular Web Openings

  • Eun, Hee Chang (Department of Architectural Engineering, Kangwon National University) ;
  • Yang, Keun Hyeok (Landscape Architecture & Civil Engineering, Mokpo National University) ;
  • Lee, Young Ho (Architectural Engineering, Dong-Won College) ;
  • Chung, Heon Soo (Department of Architectural Engineering, Chung-Ang University)
  • 투고 : 2004.11.01
  • 발행 : 2005.12.30

초록

Based on an experimental study, this study provides an equation to describe the shear strength of high-strength concrete deep beams with rectangular openings and without web reinforcements. Twenty-four concrete deep beams were tested with the variables of concrete strength, size of web opening, and shear span-to-depth ratio. The proposed equation is expressed as the sum of the shear strength provided by longitudinal bars and concrete. It is illustrated that the proposed equation predicts the load-carrying capacity of the deep beams more properly than the experimental equations proposed by other researchers.

키워드

과제정보

연구 과제 주관 기관 : Korea Research Foundation

참고문헌

  1. ACI Committee 318. (2002) 'Building code requirements for structural concrete and commentary.' American Concrete Institute
  2. AIJ. (1988) 'Design code and commentary for reinforced concrete structure.' Architectural Institute of Japanese
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  6. Ray SP, Reddy CS. (1979) 'Strength of reinforced deep beams with and without opening in the web.' The Indian Concrete Journal, 53:242-246
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