Holmquist T J, Johnson G R, Cook W H. A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures [A]//14th International Symposium on Ballistics [C]. Quebec, Canada, 1993: 591-600.
[2]
Johnson G R, Cook W H. Fracture characteristics of three metals subjected to various strain, strain rates, temperatures and pressures [J]. J Eng Fract Mech, 1985, 21(1): 31-48.
Marsh S P. LASL Shock Hugoniot Data [M]. California: University of California Press, 1980.
[5]
Wang D W, Gao H Q, Du H X, et al. The analysis and simulation of penetrating movement of oblique projectile [J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2006, 26(3): 121-123. (in Chinese)
Feng G Z. The numerical simulation & analysis of penetration against concrete targets using ANSYS/LS-DYNA [D]. Beijing: Institute of Engineering Mechanics, China Earthquake Administration, 2006. (in Chinese)
Zheng Z H, Yu W L, Wang T. Numerical analysis of the EPW penetration into high strength concrete target [J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2008, 28(3): 144-147. (in Chinese)
Jiang H, Wang J J. Investigation on failure index of concrete in the projectile perforation simulation [J]. Journal of Vibration and Shock, 2009, 28(8): 30-35. (in Chinese)
Zhang F G, Li E Z. A method to determine the parameters of the model for concrete impact and damage [J]. Journal of Ballistics, 2001, 13(4): 12-17. (in Chinese)
Cui W F. Investigation on numerical simulation of penetration into concrete target [D]. Changsha: National University of Defense Technology, 2003. (in Chinese)
[16]
崔伟峰. 动能弹丸侵彻混凝土的数值模拟研究 [D]. 长沙: 国防科学技术大学, 2003.
[17]
Chen J L, Li X D, Liu K X. Experimental research on parameters of constitutive model for a cement mortar [J]. Acta Scientiarum Naturalium Universitatis Pekinensis, 2008, 44(5): 689-694. (in Chinese)
Li Y H. Sensitivity analysis of rock and soil parameter [J]. Guangzhou Architecture, 2000, 2: 34-38. (in Chinese)
[20]
李艳华. 岩土参数敏感性分析 [J]. 广州建筑, 2000, 2: 34-38.
[21]
Hanchak S J, Forrestal M J, Young E R, et al. Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths [J]. Int J Impact Eng, 1992, 12(1): 1-7.