[1]BARROS J A. Steel fibre reinforced concrete: Material properties and structural applications [M]. Fibrous and composite materials for civil engineering applications. Elsevier.2011: 95-155.[2] 赵楠, 卿龙邦, 杨卓凡, et al. 不同龄期钢纤维增强水泥砂浆纤维拉拔试验与模拟研究 [J]. 硅酸盐通报, 2021, 40(7): 9.[3] 沈荣熹, 王璋水, 崔玉忠. 纤维增强水泥与纤维增强混凝土 [M]. 纤维增强水泥与纤维增强混凝土, 2006.[4]CHEN J, LI F, HU P, et al. The effect of steel fiber on the mechanical properties of high-performance steel fiber reinforced concrete [J]. Journal of Physics: Conference Series, 2025, 3080(000): 012140.[5]MARCALIKOVA Z, CAJKA R, BILEK V, et al. Determination of Mechanical Characteristics for Fiber-Reinforced Concrete with Straight and Hooked Fibers [J]. Crystals, 2020, 10(6): 545.[6]ABDALLAH S, FAN M. Anchorage mechanisms of novel geometrical hooked-end steel fibres [J]. Materials & Structures, 2017.[7]KHABAZ A. Impact of fiber shape on mechanical behavior of steel fiber in fiber reinforced concrete FRC [J]. 2015.[8]NAJARI A, BLANCO A, FUENTE A D L, et al. Discrete Element Simulation of the Fresh State Steel Fiber Reinforced Self-compacting Concrete [J]. RILEM Bookseries, 2021: 610-20.[9]LARANJEIRA F, AGUADO A, MOLINS C. Predicting the pullout response of inclined straight steel fibers [J]. Materials and structures, 2010, 43(6): 875-95.[10]POVEDA E, YU R C, TARIFA M, et al. Rate effect in inclined fibre pull-out for smooth and hooked-end fibres: a numerical study [J]. International Journal of Fracture, 2020, 223(1): 135-49.[11]ZHANG H, YU R C. Inclined fiber pullout from a cementitious matrix: a numerical study [J]. Materials, 2016, 9(10): 800.[12] 鞠杨, 刘红彬, 陈健, et al. 超高强度活性粉末混凝土的韧性与表征方法 [J]. 中国科学: E 辑, 2009, (4): 793-808.