International Journal of Concrete Structures and Materials

Korea Concrete Institute (한국콘크리트학회)
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Numerical Simulation of Prestressed Precast Concrete Bridge Deck Panels Using Damage Plasticity Model

  • Ren, Wei (Key Laboratory of Bridge Inspection and Reinforcement Technology of China Ministry of Communications, Chang'an University) ;
  • Sneed, Lesley H. (Department of Civil, Architectural & Environmental Engineering, Missouri University of Science and Technology) ;
  • Yang, Yang (Department of Civil, Architectural & Environmental Engineering, Missouri University of Science and Technology) ;
  • He, Ruili (Department of Civil, Architectural & Environmental Engineering, Missouri University of Science and Technology)
  • Received : 2014.01.13
  • Accepted : 2014.10.23
  • Published : 2015.03.30
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Abstract

This paper describes a three-dimensional approach to modeling the nonlinear behavior of partial-depth precast prestressed concrete bridge decks under increasing static loading. Six full-size panels were analyzed with this approach where the damage plasticity constitutive model was used to model concrete. Numerical results were compared and validated with the experimental data and showed reasonable agreement. The discrepancy between numerical and experimental values of load capacities was within six while the discrepancy of mid-span displacement was within 10 %. Parametric study was also conducted to show that higher accuracy could be achieved with lower values of the viscosity parameter but with an increase in the calculation effort.

Keywords

References

  1. ABAQUS Theory Manual, version 6.9, Hibbitt Karlson & Sorensen, Inc 2010.
  2. Cicekli, U., Voyiadjis, G. Z., & Abu Al-Rub, R. K. (2007). A plasticity and anisotropic damage model for plain concrete. International Journal of Plasticity, 23, 1874-1900. https://doi.org/10.1016/j.ijplas.2007.03.006
  3. Garg, A. K., & Abolmaali, A. (2009). Finite-element modeling and analysis of reinforced concrete box culverts. Journal of Transportation Engineering, 135(3), 121-128. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:3(121)
  4. Hieber, D. G., Wacker, J. M., Eberhard, M. O., & Stanton, J. F. (2005). "State-of-the-art report on precast concrete systems for rapid construction of bridges." Olympia: Washington State Transportation Center (TRAC). (Report No. WA-RD 594.1).
  5. Jiang, J., Lu, X., & Ye, L. (2005). Finite element analysis of concrete structures. Beijing, China: Tsinghua University Press.
  6. Kobayashi, K., & Takewaka, K. (1984). Experimental studies on epoxycoated reinforcing steel for corrosion protection. International Journal of Cement Composites and Lightweight Concrete, 6(2), 99-116. https://doi.org/10.1016/0262-5075(84)90039-3
  7. Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics, 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892)
  8. Lubliner, J., Oliver, J., Oller, S., & Onate, E. (1989). A plasticdamage model for concrete. International Journal of Solids and Structures, 25(3), 299-326. https://doi.org/10.1016/0020-7683(89)90050-4
  9. National standard of the people's republic of China. (2002). Code for design of concrete structures GB50010-2002. Beijing, China: China architecture and building press
  10. Qin, F., Yi, H., Ya-dong, Z., & Li, C. (2007). Investigation into static properties of damaged plasticity model for concrete in ABAQUS. Journal of PLA University of Science and Technology, 8(3), 254-260.
  11. Saafi, M., & Toutanji, H. (1998). Flexural capacity of prestressed concrete beams reinforced with aramid fiber reinforced polymer (AFRP) rectangular tendons. Construction and Building Materials, 12(5), 245-249. https://doi.org/10.1016/S0950-0618(98)00016-6
  12. Sneed, L., Belarbi, A., & You, Y-M. (2010). Spalling solution of precast-prestressed bridge deck panels. Jefferson, MO: Missouri Department of Transportation Report.
  13. Tuo, L. (2008). Application of damaged plasticity model for concrete. Structural Engineers, 24(2), 22-27.
  14. Wei, R., et al. (2007). Numerical method of bearing capacity for perloaded RC beam strengthened by bonding steel plates. Journal of traffic and Transportation Engineering, 7(6), 96-100.
  15. Wenzlick, J. D. (2008). Inspection of deterioration of precast prestressedpanels onbridges in Missouri. Jefferson, MO:Missouri Department of Transportation. (Report No. RI05-024B).
  16. Wieberg, K. (2010). Investigation of spalling in bridge decks with partial-depth precast concrete panel systems. Master's thesis, Civil Engineering Department Missouri University of Science and Technology, Rolla, MO.
  17. Xue, Z., et al. (2010). A damage model with subsection curve of concrete and its numerical verification based on ABAQUS. In International Conference on Computer Design and Applications (ICCDA) 2010 (Vol. 5, pp. 34-37).
  18. You, Y. M., Sneed, L. H., & Belarbi, A. (2012). Numerical simulation of partial-depth precast concrete bridge deck spalling. American Society of Civil Engineers, 17(3), 528-536.
  19. Zhao, X. G., & Cai, M. (2010). A mobilized dilation angle model for rocks. International Journal of Rock Mechanics and Mining Sciences, 47(3), 368-384. https://doi.org/10.1016/j.ijrmms.2009.12.007
  20. Zhenhai, G. (2001). Theory of reinforced concrete. Beijing, China: Tsinghua University Press.

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