International Journal of Concrete Structures and Materials

Korea Concrete Institute (한국콘크리트학회)
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Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete

  • Adjrad, A. (University "Mouloud Mammeri" of Tizi-Ouzou) ;
  • Bouafia, Y. (University "Mouloud Mammeri" of Tizi-Ouzou) ;
  • Kachi, M.S. (University "Mouloud Mammeri" of Tizi-Ouzou) ;
  • Ghazi, F. (University "Mouloud Mammeri" of Tizi-Ouzou)
  • Received : 2015.01.28
  • Accepted : 2016.03.04
  • Published : 2016.09.30
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Abstract

As part of this study, has been developed a numerical method which allows to establish abacuses connecting the normal force with bending moment for a circular section and therefore to predict the rupture of this type of section. This may be for reinforced concrete (traditional steel) or concrete reinforced with steel fibers. The numerical simulation was performed in nonlinear elasticity up to exhaustion of the bearing capacity of the section. The rupture modes considered occur by plasticization of the steel or rupture of the concrete (under compressive stresses or tensile stresses). Regarding the fiber-reinforced concrete, the rupture occurs, usually, by tearing of the fibers. The behavior laws of the different materials (concrete and steel) correspond to the real behavior. The influence of several parameters was investigated, namely; diameter of the section, concrete strength, type of steel, percentage of reinforcement and contribution of concrete in tension between two successive cracks of bending. A comparison was made with the behavior of a section considering the conventional diagrams of materials; provided by the BAEL rules. A second comparative study was performed for fibers reinforced section.

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References

  1. Adjrad, A., Bouafia, Y., Kachi, M. S., & Dumontet, H. (2015). Modeling of externally prestressed beams until fracture in non linear elasticity. Applied Mechanics and Materials, 749, 379-385. https://doi.org/10.4028/www.scientific.net/AMM.749.379
  2. Bonet, J. L., Baros, M. H. F. M., & Romero, M. L. (2006). Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending. Computers & Structures, 84, 2184-2193. https://doi.org/10.1016/j.compstruc.2006.08.065
  3. Bouafia, Y., Kachi, M.S., & Foure, B. (2000). Numerical modeling of the behavior of steel fiber reinforced concrete. In Proceedings of the II international conference on cement and concrete technology in the 2000s (Vol. 2, pp. 582-591) Istanbul, Turkey.
  4. Bouafia, Y., Kachi, M.S. & Foure, B. (2002). Relation stressstrain in the case of steel fiber reinforced concrete. In ESKA (Eds. Annales of ITB), No 3.
  5. Choa, C. G., & Kwonb, M. (2008). Prediction of non linear bending behavior for FRP Concrete beams based on multiaxial constitutive laws. Engineering Structures, 30, 2311-2320. https://doi.org/10.1016/j.engstruct.2008.01.010
  6. Daunys, M., & Rimovkis, S. (2006). Analysis of circular crosssection element, loaded by static and cyclic elastic-plastic pure bending. International Journal of Fatigue, 28, 211-222. https://doi.org/10.1016/j.ijfatigue.2005.06.018
  7. Ding, Y., Zhang, F., Torgal, F., & Zhang, Y. (2012). Shear behavior of steel fibre reinforced self-consolidating concrete beams Based on the modified compression field theory. Composite Structures, 94, 2440-2449. https://doi.org/10.1016/j.compstruct.2012.02.025
  8. Eurocode 2. (1992). Design of concrete structures Part 1-1: General rules and rules for buildings. ENV 1992-1-1, NFP 18 711.
  9. Grelat, A. (1978). Nonlinear behavior and stability of indeterminate reinforced concrete frames, Doctoral thesis, University Paris VI, Paris, France.
  10. Islam, M. S., & Shahria, A. (2013). Principal component and multiple regression analysis for steel fiber reinforced concrete (SFRC) beams. International Journal of Concrete Structures and Materials, 7(4), 303-317. https://doi.org/10.1007/s40069-013-0059-7
  11. Kachi, M. S., Bouafia, Y., Saad, M., Dumontet, H., & Bouhrat, S. (2014). Contribution to the calculation of reinforced concrete circular sections by discrete reinforcement. International Journal of Engineering and Technology, 6(1), 38-42. https://doi.org/10.7763/IJET.2014.V6.662
  12. Liang, Q. Q., & Fragomeni, S. (2009). Non linear analysis of circular concrete-filled steel tubular short columns under axial loading. Journal of Constructional Steel Research, 65, 2186-2196. https://doi.org/10.1016/j.jcsr.2009.06.015
  13. Ozcan, D. M., Bayraktar, A., Sahin, A., Haktanir, T., & Turker, T. (2009). Experimental and finite element analysis on the steel fiber-reinforced concrete (SFRC) beams ultimate behavior. Construction and Building Materials, 23, 1064-1077. https://doi.org/10.1016/j.conbuildmat.2008.05.010
  14. Ren, W., Sneed, L. H., Gai, Y., & Kang, X. (2015). Test results and nonlinear analysis of RC T-beams strengthened by bonded steel plates. International Journal of Concrete Structures and Materials., 9(2), 133-143. https://doi.org/10.1007/s40069-015-0098-3
  15. Ronagh, H. R., & Baji, H. (2014). On the FE modeling of FRPretrofitted beam-column subassemblies. International Journal of Concrete Structures and Materials, 8(2), 141-155. https://doi.org/10.1007/s40069-013-0047-y
  16. Rules: BAEL91 revised 99, technical design rules and calculation of works and structures reinforced concrete, according to the limit states method.
  17. Sorensen, C., Berge, E., & Nikolaisen, E. B. (2014). Investigation of fiber distribution in concrete batches discharged from ready-mix truck. International Journal of Concrete Structures and Materials, 8(4), 279-287. https://doi.org/10.1007/s40069-014-0083-2
  18. Tadepalli, P. R., Dhonde, H. B., Mo, Y. L., & Hsu, T. T. C. (2015). Shear strength of prestressed steel fiber concrete I-beams. International Journal of Concrete Structures and Materials, 9(3), 267-281. https://doi.org/10.1007/s40069-015-0109-4
  19. Zhang, Z. (1991). Contribution to the dimensioning of reinforced concrete piles fibers, Doctoral thesis. University of Orleans, Orleans, France.

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