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

作者：Ren, Wei^*; Sneed, Lesley H.; Yang, Yang; He, Ruili

来源：International Journal of Concrete Structures and Materials, 2015, 9(1): 45-54.

DOI：10.1007/s40069-014-0091-2

• bridge decks
• concrete
• concrete damage plasticity
• cracking
• finite element simulation

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.

• 出版日期2015-3
• 单位长安大学