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10 二维模型典型荷载步场变量分布(网格C)
Fig.10 Distribution of field variables in 2D model at typical load steps (Mesh C)