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20 三点缺口梁力-位移曲线的样本、均值与标准差
Fig.20 Load-deformation curve samples and the mean value curve with the standard deviation curves of the three point bending notched beam