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

Author:

Ren Wei,Sneed Lesley H.,Yang Yang,He Ruili

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference20 articles.

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.

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.

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.

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