[1] |
Wang L L, Zhu Z X. Foundation of Stress Waves [M]. Beijing: National Defense Industry Press, 2005. (in Chinese) |
[2] |
王礼立, 朱兆祥. 应力波基础 [M]. 北京: 国防工业出版社, 2005. |
[3] |
Kolsky H. An investigation of the mechanical properties of materials at very high rates of loading [J]. Proc Phys Soc London, 1949, 62(Ⅱ-B): 676-700. |
[4] |
Li X B, Lok T S, Zhao J, et al. Oscillation elimination in the Hopkinson bar apparatus and resultant complete dynamic stress strain curves for rocks [J]. Int J Rock Mechan Min Sci, 2000, 37: 1055-1060. |
[5] |
Li W M, Xu J Y. Mechanical properties of basalt fiber reinforced geopolymeric concrete under impact loading [J]. Mater Sci Eng A, 2009, 505(1-2): 178-186. |
[6] |
Luo X, Xu J Y, Li W M. Early impact properties of fiber reinforced geopolymeric concretes [J]. Journal of Vibration and Shock, 2009, 28(10): 163-168. (in Chinese) |
[7] |
罗鑫, 许金余, 李为民. 纤维增强地质聚合物混凝土早期冲击力学性能的对比研究 [J]. 振动与冲击, 2009, 28(10): 163-168. |
[8] |
Johnson W. Impact Strength of Materials [M]. London: Edward Arnold, 1972. |
[9] |
Wang L L, Hu S S. The amplifying characteristic of wave propagation in cone bars [J]. Journal of Ningbo University, 1988, 1(2): 70-78. (in Chinese) |
[10] |
王礼立, 胡时胜. 锥杆中应力波传播的放大特性 [J]. 宁波大学学报, 1988, 1(2): 70-78. |
[11] |
Zhou G Q, Liu X M. Two-dimensional numerical analysis of stress-wave-amplifier [J]. Applied Mathematics and Mechanics, 1985, 6(9): 797-805. (in Chinese) |
[12] |
周光泉, 刘孝敏. 应力波放大器二维数值分析 [J]. 应用数学和力学, 1985, 6(9): 797-805. |
[13] |
Liu X M, Hu S S. Wave propagation characteristics in cone bars used for variable cross [J]. Explosion and Shock Waves, 2000, 20(6): 110-114. (in Chinese) |
[14] |
刘孝敏, 胡时胜. 应力脉冲在变截面SHPB锥杆中的传播特性 [J]. 爆炸与冲击, 2000, 20(6): 110-114. |
[15] |
Bai J Z. Theoretical Basis and Case Study of LS-DYNA3D [M]. Beijing: Science Press, 2005. (in Chinese) |
[16] |
白金泽. LS-DYNA3D理论基础与实例分析 [M]. 北京: 科学出版社, 2005. |
[17] |
Frew D J, Forrestal M J, Chen W. Pulse shaping techniques for testing brittle materials with a split Hopkinson pressure bar [J]. Exp Mech, 2002, 42(1): 93-106. |
[18] |
Zhou Z L, Li X B, Zuo Y J, et al. Fracture characteristics of rock fragmentation at strain rate of 100-102 s-1 [J]. Journal of Central South University of Technology, 2006, 13(3): 290-294. |
[19] |
Song B, Chen W, Antoun B R, et al. Determination of early flow stress for ductile specimens at high strain rates by using a SHPB [J]. Exp Mech, 2007, 47(5): 671-679. |
[20] |
Frew D J, Forrestal M J, Chen W. Pulse shaping techniques for testing brittle materials with a split Hopkinson pressure bar [J]. Exp Mech, 2002, 42(1): 93-106. |
[21] |
Li W M, Xu J Y. Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100 mm-diameter split Hopkinson pressure bar [J]. Mater Sci Eng A, 2009, 513-514: 145-153. |
[22] |
Lok T S, Li X B, Liu D, et al. Testing and response of large diameter brittle materials subjected to high strain rate [J]. Journal of Materials in Civil Engineering, 2002, (14): 262-269. |
[23] |
Luo X, Xu J J, Li W M, et al. Numerical simulation and spectral analysis of dispersion effect of stress pulse in SHPB tests [J]. Journal of Experimental Mechanics, 2010, 25(4): 451-456. (in Chinese) |
[24] |
罗鑫, 许金余, 李为民, 等. 应力脉冲在SHPB试验中的弥散效应的数值模拟与频谱分析 [J]. 实验力学, 2010, 25(4): 451-456. |