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11 典型试件裂纹位置与形状[ |
Fig.11 Crack location and appearance of typical specimen[ |