两侧平均两侧平均单值组值1218
151225
471200
373808801538088015380880153808801538088015380880153808801538088015380880151216
071230
711227
563808801538088015380880153808801538088015380880153808801554
0混凝土标养弹膜破坏荷载F(KN)控制荷载Fa(KN)千分表号F0时变形读数ε0(×10-3mm)Fa时变形读数ε a(×10-3mm)两侧变形平均值△n(×10-3mm)弹性模量试验前、后轴心抗压强度f′cp(MPa)1204
977785456
355565751
5238088015380880151260
041186
721197
243808801538088015380880153808801538088015380880153808801538088015380880151266
301214
988895551
085753
99单值组值弹性模量 Ec(GPa)48