引文
[1]KUMAR A.The effect of stress rate and temperature on the strength of basalt and granite[J].Geophysics,1968,33(3):501–510.
[2]OKUBO S,NISHIMATSU Y,HE C.Loading rate dependence of class II rock behavior in uniaxial and triaxial compression tests—an application of a proposed new control method[J].International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1990,27(6):559–562.
[3]李夕兵,古德生.岩石冲击动力学[M].长沙:中南工业大学出版社,1994:1–20.(LI Xibing,GU Desheng.Rock impact dynamics[M].Changsha:Central South University of Technology Press,1994:1–20.(Chinese))
[4]戚承志,苗启松,钱七虎.考虑强度–应变率依赖性的岩石弹塑性动力模型[J].世界地震工程,2002,18(3):52–56.(QI Chengzhi,MIAO Qisong,QIAN Qihu.Dynamical model of rocks with consideration of strength-strain rate dependence[J].World Earthquake Engineering,2002,18(3):52–56.(in Chinese))
[5]ZHAO J,LI H B.Experimental determination of dynamic tensile properties of a granite[J].International Journal of Rock Mechanics and Mining Sciences,2000,37(5):861–866.
[6]ZHU W C.Numerical modeling of the effect of rock heterogeneity on dynamic tensile strength[J].Rock Mechanics and Rock Engineering,2008,41(5):771–779.
[7]CHO S H,OGATA Y,KANEKO K.Strain-rate dependency of the dynamic tensile strength of rock[J].International Journal of Rock Mechanics and Mining Sciences,2003,40(5):763–777.
[8]ZHOU Z L,MA G W,LI X B.Dynamic Brazilian splitting and spalling tests for granite[C]//Proceedings of the11th Congress of the ISRM2007.Lisbon,Portugal:Taylor and Francis Group,2007:1127–1130.
[9]RAVICHANDRAN G,SUBHASH G.Critical appraisal of limiting strain rates for compression testing of ceramics in a split Hopkinson pressure bar[J].J.America Ceram Soc.,1994,77(1):263–267.
[10]TEDESCO J W,ROSS C A.Strain-rate dependent constitutive equations for concrete[J].Journal of Pressure Vessel Technology,Transactions of the ASME,1998,120(4):398–405.
[11]ZHAO H.A study on testing techniques for concrete-like materials under compressive impact loading[J].Cement and Concrete Composites,1998,20(4):293–299.
[12]ROSS C A,THOMPSON P Y,TEDESCO J W.Split Hopkinson pressure bar tests on concrete and mortar in tension and compression[J].ACI Materials Journal,1989,86(5):475–481.
[13]JEROME E L.Feasibility of a6-inch split Hopkinson pressure bar[R].AD–A243473,1991.
[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(2):110–114.(LIU Xiaomin,HU Shisheng.Wave propagation characteristics in cone bars used for variable cross-section SHPB[J].Explosion and Shock Waves,2000,20(2):110–114.(in Chinese))
[15]李夕兵,古德生.冲击载荷下岩石动态应力应变全图测试中的合理加载波形[J].爆炸与冲击,1993,13(2):125–131.(LI Xibing,GU Desheng.Reasonable loading wave for obtaining stress-strain curves of rock under dynamic impact[J].Explosion and Shock Waves,1993,13(2):125–131.(in Chinese))
[16]刘德顺,彭佑多,李夕兵,等.冲击活塞的动态反演设计与试验研究[J].机械工程学报,1998,34(4):78–95.(LIU Deshun,PENG Youduo,LI Xibing,et al.Inverse design and experimental study of impact piston[J].Chinese Journal of Mechanical Engineering,1998,34(4):78–84.(in Chinese))
[17]LOK T S,LI X B.Testing and response of large diameter brittle materials subjected to high strain rate[J].Journal of Materials in Civil Engineering,ASCE,2001,14(3):262–269.
[18]李夕兵,周子龙,王卫华.运用有限元和神经网络为SHPB装置构造理想冲头[J].岩石力学与工程学报,2005,24(23):4215–4219.(LI Xibing,ZHOU Zilong,WANG Weihua.Construction of ideal striker for SHPB device based on FEM and neural network[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4215–4219.(in Chinese))
[19]NEMAT-NASSER S.ISAACS J B,STARRETT J E.Hopkinson techniques for dynamic recovery experiments[C]//Proceedings of the Royal Society of London.[S.l.]:[s.n.],1991:371–391.
[20]FREW D J,FORRESTAL M J,CHEN W.Pulse shaping techniquesfor testing brittle materials with a split Hopkinson pressure bar[J].Experimental Mechanics,2002,42(1):93–106.
[21]赵习金,卢芳云,王悟,等.入射波整形技术的试验和理论研究[J].高压物理学报,2004,18(3):231–236.(ZHAO Xijin,LU Fangyun,WANG Wu,et al.The experimental and theoretical study on the incident pulse shaping technique[J].Chinese Journal of High Pressure Physics,2004,18(3):231–236.(in Chinese))
[22]胡金生,唐德高,陈向欣,等.提高大直径SHPB装置试验精度的方法[J].解放军理工大学学报,2003,4(1):71–74.(HU Jinsheng,TANG Degao,CHEN Xiangxin,et al.Method of enhancing experimental precision for big radial size SHPB equipment[J].Journal of PLA University of Science and Technology,2003,4(1):71–74.(in Chinese))
[23]CHENG Z Q,CRANDALL J R,PILKEY W D.Wave dispersion and attenuation in viscoelastic split Hopkinson pressure bar[J].Shock and Vibration,1998,5(5/6):307–315.
[24]ZHAO H,GARY G.A three-dimensional analytical solution of the longitudinal wave propagation in an infinite linear viscoelastic cylindrical bar:application to experimental techniques[J].Journal of the Mechanics and Physics of Solids,1995,43(8):1335–1348.
[25]BACON C.An experimental method for considering dispersion and attenuation in a viscoelastic Hopkinson bar[J].Experimental Mechanics,1998,38(4):242–249.
[26]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].International Journal of Rock Mechanics and Mining Sciences,2000,37(7):1055–1060.
[27]LI X B,ZHOU Z L,ZHAO Y S.Approach to minish scattering of results for split Hopkinson pressure bar test[J].Journal of Central South University of Technology,2007,14(3):404–407.
[28]MENG H,LI Q M.Correlation between the accuracy of a SHPB test and the stress uniformity based on numerical experiments[J].International Journal of Impact Engineering,2003,28(5):537–555.
[29]WU X J,GORHAM D A.Stress equilibrium in the split Hopkinson pressure bar test[J].Journal de Physique,1997,7(3):91–96.
[30]ELLWOOD S,GRIFFITHS L J,PARRY D J.Materials testing at high constant strain rates[J].Journal of Physics E:Scientific Instruments,1982,15(3):280–282.
[31]陶俊林,田常津,陈裕泽,等.SHPB系统试件恒应变率加载试验方法研究[J].爆炸与冲击,2004,24(5):413–418.(TAO Junlin,TIAN Changjin,CHEN Yuze,et al.Investigation of experimental method to obtain constant strain rate of specimen in SHPB[J].Explosive and Shock Waves,2004,24(5):413–418.(in Chinese))