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中文摘要：
利用MTS810和直径为74mm的大尺寸SHPB实验装置开展了钢纤维混凝土的动静态力学性能实验．实验结果表明钢纤维混凝土是一种具有非常明显的钢纤维增强、增韧效应的应变率敏感材料．根据实验应力应变曲线的基本特征，提出了一种钢纤维混凝土的含损伤本构模型．该模型在考虑钢纤维增强、应变率硬化、损伤软化等因素下，描述了钢纤维混凝土的受力响应特性．
英文摘要：
The Quasi-static and dynamic mechanical properties of steel fiber reinforced concrete （SFRC） were investigated by MTS and SHPB. The experimental results showed that SFRC is a material with obvious steel reinforcing, toughening, and strain-rate hardening properties. According to the basic characteristics of the experimental stress-strain curves, a damage constitutive model including the effect of steel fiber reinforcing and strain-rate hardening and damage softening was proposed and the stress-strain curves tested prove the effectiveness of the model.
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