Computers and Concrete

  • 제15권3호
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  • Pages.357-372
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  • 2015
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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Tests of reinforced concrete deep beams

  • Lu, Wen-Yao (Department of Interior Design, China University of Technology) ;
  • Hsiao, Hsin-Tai (Department of Civil Engineering, China University of Technology) ;
  • Chen, Chun-Liang (Department of Interior Design, China University of Technology) ;
  • Huang, Shu-Min (Department of Interior Design, China University of Technology) ;
  • Lin, Ming-Che (Department of Interior Design, China University of Technology)
  • 투고 : 2013.01.17
  • 심사 : 2014.02.18
  • 발행 : 2015.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

This study reports the test results of twelve reinforced concrete deep beams. The deep beams were tested with loads applied through and supported by columns. The main variables studied were the shear span-to-depth ratios, and the horizontal and vertical stirrups. The shear strengths can be effectively enhanced for deep beams reinforced with both horizontal and vertical stirrups. The test results indicate the shear strengths of deep beams increase with the decrease of the shear span-to-depth ratios. The normalized shear strengths of the deep beams did not increase proportionally with an increase in effective depth. An analytical method for predicting the shear strengths of deep beams is proposed in this study. The shear strengths predicted by the proposed method and the strut-and-tie model of the ACI Code are compared with available test results. The comparison shows the proposed method can predict the shear strengths of reinforced concrete deep beams more accurately than the strut-and-tie model of the ACI Code.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

참고문헌

  1. American Concrete Institute (2011), "Building code requirements for structural concrete (ACI 318-11) and Commentary (ACI 318R-11)", Farmington Hills, Mich.
  2. Kim, T.H., Cheon, J.H. and Shin, H.M. (2012), "Evaluation of behavior and strength of prestressed concrete deep beams using nonlinear analysis", Comput. Concr., 9(1), 63-79. https://doi.org/10.12989/cac.2012.9.1.063
  3. Mihaylov, B.I., Bentz, E.C. and Collins, M.P. (2010), "Behavior of large deep beams subjected to monotonic and reversed cyclic shear", ACI Struct. J., 107(6), 726-734.
  4. Lu, W.Y., Hwang, S.J. and Lin, I.J. (2010), "Deflection prediction for reinforced concrete deep beams", Comput. Concr., 7(1), 1-16. https://doi.org/10.12989/cac.2010.7.1.001
  5. Lu, W.Y., Lin, I.J. and Yu, H.W. (2012), "Shear strength of reinforced concrete deep beams", accepted by ACI Struct. J..
  6. Russo, G., Venir, R., and Pauletta, M. (2005), "Reinforced concrete deep beams-shear strength model and design formula", ACI Struct. J., 102(3), 429-437.
  7. Tuchscherer, R., Birrcher, D., Huizinga, M. and Bayrak, O. (2010), "Confinement of deep beam nodal regions", ACI Struct. J., 107(6), 709-717.
  8. Tuchscherer, R., Birrcher, D., Huizinga, M. and Bayrak, O. (2010), "Distribution of stirrups across web of deep beams", ACI Struct. J., 108(1), 108-115.
  9. Yang, K.H. (2010), "Tests on light-weight concrete deep beams", ACI Struct. J., 107(6), 663-670.

피인용 문헌

  1. Determination of strut efficiency factor for concrete deep beams with and without fibre vol.1, pp.3, 2016, https://doi.org/10.12989/acd.2016.1.3.253
  2. Tests of high-strength concrete deep beams vol.71, pp.4, 2019, https://doi.org/10.1680/jmacr.17.00381
  3. Tests on reinforced concrete deep beams with different web reinforcement types vol.988, pp.None, 2015, https://doi.org/10.1088/1757-899x/988/1/012032
  4. Finite element analysis on flexural behavior of nonprismatic longitudinal section reinforced concrete deep beam vol.1144, pp.1, 2015, https://doi.org/10.1088/1757-899x/1144/1/012038