[1] [1] LYU B C, WANG A G, ZHANG Z H, et al. Coral aggregate concrete: Numerical description of physical, chemical and morphological properties of coral aggregate[J]. Cem Concr Compos, 2019, 100: 25-34.

[2] [2] TANG J W, CHENG H, ZHANG Q B, et al. Development of properties and microstructure of concrete with coral reef sand under sulphate attack and drying-wetting cycles[J]. Constr Build Mater, 2018, 165: 647-654.

[3] [3] DA B, YU H F, MA H Y, et al. Experimental investigation of whole stress-strain curves of coral concrete[J]. Constr Build Mater, 2016, 122: 81-89.

[4] [4] LIU B, GUO J H, ZHOU J K, et al. The mechanical properties and microstructure of carbon fibers reinforced coral concrete[J]. Constr Build Mater, 2020, 249: 118771.

[5] [5] LIU B, ZHOU J K, WEN X Y, et al. Mechanical properties and constitutive model of carbon fiber reinforced coral concrete under uniaxial compression[J]. Constr Build Mater, 2020, 263: 120649.

[6] [6] ZHAO C G, WANG Z Y, ZHU Z Y, et al. Research on different types of fiber reinforced concrete in recent years: An overview[J]. Constr Build Mater, 2023, 365: 130075.

[7] [7] RAO L, WANG L, ZHENG Y. Experimental research on mechanical properties and compression constitutive relationship of PVA fiber-reinforced coral concrete[J]. Materials, 2022, 15(5): 1762.

[8] [8] FU Q, XU W R, HE J Q, et al. Dynamic strength criteria for basalt fibre-reinforced coral aggregate concrete[J]. Compos Commun, 2021, 28: 100983.

[9] [9] LIU B, ZHANG X Y, YE J P, et al. Mechanical properties of hybrid fiber reinforced coral concrete[J]. Case Stud Constr Mater, 2022, 16: e00865.

[10] [10] YI Jin, LIU Chao, WANG Lei. Sci Technol Eng, 2019, 19(4): 244-248.

[11] [11] FU Q, XU W R, BU M X, et al. A simplified dynamic constitutive model for BFRCAC under confining pressure considering the coupling effect of fibre reinforcement and mechanical damage[J]. Compos Struct, 2021, 268: 113944.

[12] [12] LI Xibo. Dynamic damage constitutive relationship of hybrid fiber reinforced high strength concrete[D]. Guangzhou: Guangzhou University, 2015.

[13] [13] XIA Guangzheng, XIA Dongtao, XU Lihua, et al. J Huazhong Univ Sci Technol Nat Sci Ed, 2007, 35(11): 31-33.

[14] [14] HUA Yuan, ZENG Yi, LIU Ronghua. Low Temp Archit Technol, 1998, 20(3): 18-20.

[15] [15] FENG J J, YIN G S, TUO H L, et al. Uniaxial compressive behavior of hook-end steel and macro-polypropylene hybrid fibers reinforced recycled aggregate concrete[J]. Constr Build Mater, 2021, 304: 124559.

[17] [17] ZHAO Gaojin, ZHAO Zhuo, CHEN Xin, et al. J Water Resour Archit Eng, 2019, 17(1): 103-107.

[18] [18] LIU Jicheng. Study on energy evolution law and damage characteristics of coral concrete during deformation and failure process[D]. Nanjing: Nanjing University of Science and Technology, 2020.

[19] [19] DENG F Q, XU L H, CHI Y, et al. Effect of steel-polypropylene hybrid fiber and coarse aggregate inclusion on the stress-strain behavior of ultra-high performance concrete under uniaxial compression[J]. Compos Struct, 2020, 252: 112685.

[20] [20] DENG M K, PAN J J, LIANG X W. Uniaxial compressive test of high ductile fiber-reinforced concrete and damage constitutive model[J]. Adv Civ Eng, 2018, 2018: 1-12.

[21] [21] NATARAJA M C, DHANG N, GUPTA A P. Stress-strain curves for steel-fiber reinforced concrete under compression[J]. Cem Concr Compos, 1999, 21(5/6): 383-390.

[22] [22] CEB-FIP model code 1990: Design code[C]//CEB-FIP MODEL CODE 1990, London, 1993.

[23] [23] GUO Zhenhai, ZHANG Xiuqin, ZHANG Dacheng, et al. J Build Struct, 1982, 3(1): 1-12.

[24] [24] JEAN L. How to use damage mechanics[J]. Nucl Eng Des, 1984, 80(2): 233-245.

[25] [25] KRAJCINOVIC D, FONSEKA G U. The continuous damage theory of brittle materials, part 1: General theory[J]. J Appl Mech, 1981, 48(4): 809-815.