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14 规则划分的有限元网格(26 910单元, 加密区24 000单元)
Fig.14 Mapped mesh (26 910 elements, 24 000 elements in the encryption region)