Structural Engineering and Mechanics

  • 제16권3호
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  • Pages.275-294
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  • 2003
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Shear strength of reinforced concrete dapped-end beams

  • Lin, Ing-Jaung (Department of Construction Engineering, National Taiwan University of Science and Technology) ;
  • Hwang, Shyh-Jiann (Department of Construction Engineering, National Taiwan University of Science and Technology) ;
  • Lu, Wen-Yao (Department of Construction Engineering, National Taiwan University of Science and Technology) ;
  • Tsai, Jiunn-Tyng (Department of Construction Engineering, National Taiwan University of Science and Technology)
  • 투고 : 2002.07.04
  • 심사 : 2003.06.20
  • 발행 : 2003.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, 24 high-strength concrete dapped-end beams were tested to study the effects of the amount of main dapped-end reinforcement, the nominal shear span-to-depth ratio, and the concrete strength on the shear strength of dapped-end beams. Test results indicate that the shear strength of dapped ends increases with the increase in the amount of main dapped-end reinforcement and the concrete strength. The shear strength of dapped-end beam increases with the decrease of nominal shear span-to-depth ratio. A simplified method for determining the shear strength of reinforced concrete dapped ends is also proposed in this paper. The shear strengths predicted by the proposed method and the approach of PCI Design Handbook are compared with test results. The comparison shows that the proposed method can more accurately predict the shear strength of reinforced concrete dapped-end beams than the approach of PCI Design Handbook.

키워드

참고문헌

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  9. Lu, W.Y., Lin, I.J., Hwang, S.J. and Lin, Y.H. (2002), "Shear strength of high-strength concrete dapped-endbeams", submitted to Magazine of Concrete Research.
  10. Mattock, A.H. and Chan, T.C. (1979), "Design and behavior of dapped-end beams", PCI J., 24(6), 28-45. https://doi.org/10.15554/pcij.11011979.28.45
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피인용 문헌

  1. Strut effectiveness factor for reinforced concrete deep beams under dynamic loading conditions vol.6, 2016, https://doi.org/10.1016/j.csse.2016.08.001
  2. New strut-and-tie-models for shear strength prediction and design of RC deep beams vol.14, pp.1, 2014, https://doi.org/10.12989/cac.2014.14.1.019
  3. Experimental and Computational Evaluation of In-Span Hinges in Reinforced Concrete Box-Girder Bridges vol.137, pp.11, 2011, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000368
  4. Behaviour of reinforced concrete dapped-end beams vol.64, pp.9, 2012, https://doi.org/10.1680/macr.11.00116
  5. Experimental Study on the Shear Strength of Dune Sand Concrete Beams vol.2020, pp.None, 2003, https://doi.org/10.1155/2020/8062691
  6. Numerical investigation of reinforced-concrete beams with half-joints vol.173, pp.10, 2003, https://doi.org/10.1680/jstbu.17.00197
  7. Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections vol.31, pp.2, 2003, https://doi.org/10.1080/10168664.2021.1878975