Numerical Simulation of Prestressed Precast Concrete Bridge Deck Panels Using Damage Plasticity Model

ABAQUS Theory Manual, version 6.9, Hibbitt Karlson & Sorensen, Inc 2010.

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.

Garg, A. K., & Abolmaali, A. (2009). Finite-element modeling and analysis of reinforced concrete box culverts. Journal of Transportation Engineering,135(3), 121–128.

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).

Jiang, J., Lu, X., & Ye, L. (2005). Finite element analysis of concrete structures. Beijing, China: Tsinghua University Press.

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.

Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics,124(8), 892–900.

Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A plastic-damage model for concrete. International Journal of Solids and Structures,25(3), 299–326.

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.

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.

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.

Sneed, L., Belarbi, A., & You, Y-M. (2010). Spalling solution of precast-prestressed bridge deck panels. Jefferson, MO: Missouri Department of Transportation Report.

Tuo, L. (2008). Application of damaged plasticity model for concrete. Structural Engineers,24(2), 22–27.

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.

Wenzlick, J. D. (2008). Inspection of deterioration of precast prestressed panels on bridges in Missouri. Jefferson, MO: Missouri Department of Transportation. (Report No. RI05-024B).

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.

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).

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.

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.

Zhenhai, G. (2001). Theory of reinforced concrete. Beijing, China: Tsinghua University Press.