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3 一维模型采用不同的网格计算结果
Fig.3 Stress versus strain curves from different meshes in 1D model