基于一类非局部宏-微观损伤模型的混凝土典型试件力学行为模拟1)
任宇东, 陈建兵

SIMULATION OF BEHAVIOUR OF TYPICAL CONCRETE SPECIMEMS BASED ON A NONLOCAL MACRO-MESO-SCALE CONSISTENT DAMAGE MODEL1)
Ren Yudong, Chen Jianbing
图7 二维模型结果与一维模型结果对比
Fig.7 Stress versus strain curves from 1D model, 2D model and experiment