[1] Ning J G, Shang L, Sun Y X. The Developments of Dynamic Constitutive Behavior of Concrete [J]. Advances in Mechanic, 2006, 36(3): 389-405. (in Chinese)
[2] 宁建国, 商霖, 孙远翔. 混凝土材料动态性能的经验公式、强度理论与唯象本构模型 [J]. 力学与进展, 2006, 36(3): 389-405.
[3] Malvar L J, Crawford J E, Wesevich J W, et al. A Plasticity Concrete Material Model for DYNA3D [J]. Int J Impact Eng, 1997, 19(9-10): 847-873.
[4] Chen D N, Yin Z H, Yu Y Y, et al. Description of Properties of Concrete under Impact [J]. Explosion and Shock Waves, 2001, 21(2): 88-96. (in Chinese)
[5] 陈大年, 尹志华, 俞宇颖, 等. 混凝土的冲击特性描述 [J]. 爆炸与冲击, 2001, 21(2): 88-96.
[6] Bischoff P H, Perry S H. Compressive Behavior of Concrete at High Strain Rates [J]. Materials Structure, 1991, 4(144): 425-450.
[7] Tu Z G, Lu Y. Evaluation of Typical Concrete Material Models Used in Hydrocodes for High Dynamic Response Simulations [J]. Int J Impact Eng, 2009, 36(1): 132-146.
[8] Guo Z H. Concrete Strength and Constitutive Relations-Principles and Applications [M]. Beijing: China Building Industry Press, 2004: 184-190. (in Chinese)
[9] 过镇海. 混凝土的强度和本构关系--原理与应用 [M]. 北京: 中国建筑工业出版社, 2004: 184-190.
[10] 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.
[11] Riedel W, Thoma K, Hiermaier S. Penetration of Reinforced Concrete by BETA-B-500-Numerical Analysis Using a New Macroscopic Concrete Model for Hydrocodes [A]//Proceedings of 9th International Symposium on Interaction of the Effect of Munitions with Structures [C]. Berlin-Strausberg, Germany, 1999: 315-322.
[12] Guo Z H, Wang C Z. Investigation on the Strength and Failure Criterion of Concrete under Multi-Axial Stresses [J]. China Civil Engineering Journal, 1991, 24(3): 1-14. (in Chinese)
[13] 过镇海, 王传志. 多轴应力下混凝土的强度和破坏准则研究 [J]. 土木工程学报, 1991, 24(3): 1-14.
[14] Polanco-Loria M, Hopperstad O S, Brvik T, et al. Numerical Predictions of Ballistic Limits for Concrete Slabs Using a Modified Version of the HJC Concrete Model [J]. Int J Impact Eng, 2008, 35(5): 290-303.
[15] Hansson H, Skoglund P. Simulation of Concrete Penetration in 2D and 3D with the RHT Material Model [R]. Sweden: Tumba, Swedish Defence Research Agency, 2002.