International Journal of Concrete Structures and Materials

Korea Concrete Institute (한국콘크리트학회)
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Shear Resistant Mechanism into Base Components: Beam Action and Arch Action in Shear-Critical RC Members

  • Jeong, Je-Pyong (Department of Civil & Environmental Engineering, Honam University) ;
  • Kim, Woo (Department of Civil Engineering, Chonnam National University)
  • Received : 2013.02.27
  • Accepted : 2013.12.13
  • Published : 2014.03.31
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Abstract

In the present paper, a behavioral model is proposed for study of the individual contributions to shear capacity in shear-critical reinforced concrete members. On the basis of the relationship between shear and bending moment (V = dM/dx) in beams subjected to combined shear and moment loads, the shear resistant mechanism is explicitly decoupled into the base components-beam action and arch action. Then the overall behavior of a beam is explained in terms of the combination of these two base components. The gross compatibility condition between the deformations associated with the two actions is formulated utilizing the truss idealization together with some approximations. From this compatibility condition, the ratio of the shear contribution by the tied arch action is determined. The performance of the model is examined by a comparison with the experimental data in literatures. The results show that the proposed model can explain beam shear behavior in consistent way with clear physical significance.

Keywords

References

  1. ACI Committee 318. (1999). Building code requirement for reinforced concrete and commentary (318R-99) (p. 391). Detroit, MI: ACI.
  2. American Association of State Highway and Transportation Officials (2002), AASHTO LRFD Bridge Design Specifications, 2002 Interim Revisions, pp. 305-315.
  3. ASCE-ACI Committee 426. (1973). The shear strength of reinforced concrete members. Journal of Structural Division, ASCE, 99(6), 1091-1187.
  4. ASCE-ACI Committee 445. (1998). Recent approaches to shear design of structural concrete. Journal of Structural Engineering, 124(5), 1375-1417. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:12(1375)
  5. Bhide, S. B., & Collins, M. P. (1989). Influence of axial tension on the shear capacity of reinforced concrete member. ACI Structural Journal, 86(5), 570-581.
  6. Collins, M. P., & Mitchell, D. (1991). Prestressed concrete structures (pp. 210-220). Eaglewood Cliffs, NJ: Prentice-Hall.
  7. Comite Euro International Du Beton (CEB/FIP)(1990), CEBFIP Model Code for Concrete Structures, Bulletin d'Information No. 124/125, p. 437.
  8. Commission of the European Communities (1991), Eurocode No. 2: Design of Concrete Structures, Part 1: General rules and Rules for Buildings, ENV 1992-1-1, p. 253.
  9. Hsu, T. T. C. (1993). Unified theory of reinforced concrete (pp. 250-350). Boca Raton, FL: CRC.
  10. Kani, G. N. J. (1964). The riddle of shear failure and its solution. ACI Journal, 61(4), 441-467.
  11. Kim, W., & Jeong, J.-P. (2011a). Non-Bernoulli-compatibility truss model for RC member subjected to combined action of flexure and shear, part I-its derivation of theoretical concept. KSCE Journal of Civil Engineering, 15(1), 101-108. https://doi.org/10.1007/s12205-011-0662-6
  12. Kim, W., & Jeong, J.-P. (2011b). Non-Bernoulli-Compatibility truss model for RC member subjected to combined action of flexure and shear, part II-its practical solution. KSCE Journal of Civil Engineering, 15(1), 109-117. https://doi.org/10.1007/s12205-011-0663-5
  13. Kim, W., & Jeong, J.-P. (2011c). Decoupling of arch action in shear-critical reinforced concrete beam. ACI Structural Journal, 108(4), 395-404.
  14. Kim, D.-J., Kim, W., & White, R. N. (1998). Prediction of reinforcement tension produced by arch action in RC beams. ASCE, Journal of Structural Engineering, 124(6), 611-622. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:6(611)
  15. Leonhardt, F. (1965). Reducing the shear reinforcement in reinforced concrete beams and slabs. Magazine of Concrete Research, 17(53), 187-198. https://doi.org/10.1680/macr.1965.17.53.187
  16. Lorentsen, M. (1965). Theory for the combined action of bending moment and shear in reinforced concrete and prestressed concrete beams. ACI Journal, 62(4), 420-430.
  17. Marti, P. (1985). Basic tools of reinforced concrete beam design. ACI Journal, 82(1), 46-56.
  18. Nielsen, M. P. (1984). Limit analysis and Concrete Plasticity. Eaglewood Cliffs, NJ: Prentice-Hall. 420.
  19. Park, R., & Paulay, T. (1975). Reinforced concrete structures (pp. 133-138). New York, NY: Wiley.
  20. Ramirez, J. A., & Breen, J. A. (1991). Evaluation of a modified truss model approach for beams in shear. ACI Structural Journal, 88(5), 562-571.
  21. Schlaich, J., Schafer, I., & Jennewein, M. (1987). Towards a consistent design of structural concrete. PCI Journal, 32(3), 74-150. https://doi.org/10.15554/pcij.05011987.74.150
  22. Taylor, H. P. J. (1974). The fundamental behavior of reinforced concrete beams in bending and shear (pp. 43-77)., Detroit, MI: ACI SP-42.
  23. Vecchio, F. J., & Collins, M. P. (1986). The modified compression field theory for reinforced concrete elements subjected to shear. ACI Journal, 83(2), 219-231.

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