Nonlinear Analysis of Two Shear Walls Using Elastic Plastic Damage Model
In this paper,the elastic plastic damage model for concrete under static loading previously proposed by Hu Qi et al.is developed in ABAQUS via UMAT,and it is verified by the simulation of two shear wall members under horizontal loading.The simulation results indicate that this constitutive model can accurately predict typical nonlinear performances of reinforcement concrete shear walls.Using the proposed model one can get the damage distribution of reinforced concrete members which is helpful for researchers to get the failure pattern of structures.
concrete constitutive model ABAQUS shear wall
Lin Lin Chenghe Li Hu Qi
HeiLongJiang Institute of Technology,China China Academy of Building Research,China
国际会议
沈阳
英文
1581-1584
2012-09-07（万方平台首次上网日期，不代表论文的发表时间）