引文
[1]马晓青编著.冲击动力学[M].北京:北京理工大学出版社,1992,7:1~46.
[2]王礼立.爆炸与冲击载荷下结构和材料动态响应研究的新进展[J].爆炸与冲击,2001,21(2):81~88.
[3]余怀忠,尹祥础,梁乃刚.利用损伤力学模型研究地震前兆现象[J].地球物理学进展,2004,19(2):404~413.
[4]方华,伍向阳.温压条件下岩石破坏前后的力学性质与波速[J].地球物理学进展,1998,14(3):73~78.
[5]陈运平,席道瑛,薛彦伟.循环荷载下饱和岩石的滞后和衰减[J].地球物理学报,2004,47(4):672~679.
[6]Kolsky H.An investigation of mechanical properties of materi-als at very high rates of loading[J].Proc Phys Soc,1949,B62:676~700.
[7]Hopkinson B.A method of measuring the pressure in the de-formation of high explosives by the impact of bullets[J].Phi-los Trans R Soc A,1914,213:437~452.
[8]胡时胜.霍普金森压杆技术[J].兵器材料科学与工程,1991,11(11):40~47.
[9]Renliang Shan,Yusheng Jiang,Baoqiang Li.Obtaining dy-namic complete stress-strain curves for rock using the SplitHopkinson Pressure Bar technique[J].International Journal ofRock Mechanics and Mining Sciences,2000,37:983~992.
[10]Christensen R J,Swanson S R.Brown W S.Split HopkinsonBar tests on rocks under confining pressure[J].ExperimentalMechnics,1973,12(12):508~513.
[11]Lindholm U S.Yearkly L M,Nagy A.The dynamic strengthand fracture properties of dresser basalt[J].IntJ Rock MechSci and Geomech Abstr,1974,(11):181~191.
[12]于亚伦.用三轴SHPB装置研究岩石的动载特性[J].岩土工程学报,1992,14(3):76~79.
[13]Verleysen P,Degrieck J,Taerwe L.Experimental investiga-tion of strain rate dependent impact behavior of cementitiouscomposites[J].Magazine of Concrete Research,2002,54(4):257~262.
[14]Albertini C,Montagnani M.Testing techniques based on theSplit Hopkinson Bar[A].Institute of Physics Conference[C].London:[s.n.].
[15]Tabaka K.The effect of temperature and strain rate on thestrength of aluminum.Proc of 13th Japan Congress on Mate-sials Research[C].Kyoto:[s.n.]1970.
[16]薛青,沈乐天,陈淑霞,等.单脉冲加载的Hopkinson扭杆装置[J].爆炸与冲击,1996,16(4):289~296.
[17]Zhao H,Gary G,Klepaczko J R.On the use of a viscoelaticsplit hopkinson pressure bar[J].Int J Impact,1997,19(4):319~330.
[18]刘剑飞,王正道,胡时胜.低阻抗多孔材料的SHPB实验技术[J].实验力学,1998,13(2):218~223.
[19]刘剑飞,胡时胜,王道荣.用于脆性材料的SHPB动态实验新方法[J].实验力学,2001,6(3):283~290.
[20]刘晓敏,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.
[21]卢芳云,Chen W,Frew D J.软材料的SHPB实验设计[J].爆炸与冲击,2002,22(1):9~15.
[22]王永刚,施绍裘,王礼立.低阻抗多孔材料动态弹性模量和剪切模量实验测定[J].宁波大学学报(理工版),2002,15(4):22~26.
[23]孟益平,胡时胜.混凝土材料冲击压缩试验中的一此问题[J].实验力学,2003,18(l):108~112.
[24]宋博,宋力,胡时胜.SHPB实验数据处理的解耦方法[J].爆炸与冲击,1998,18(2):167~171.
[25]宋博,胡时胜,刘剑飞.泡沫塑料中冲击波的传播[J].实验力学,1999,14(3):273~278.
[26]Zhao H,Gary G.Crushing behaviour of aluminium honey-combs under impact loading[J].Int J Ipmact Engng 1998,10(21):827~836.
[27]巫绪涛,胡时胜,张芳荣.两点应变测量法在SHPB测量技术上的运用[J].爆炸与冲击,2003,23(4):309~312.
[28]王礼力.SHPB试验技术与反分析[C].第三届全国爆炸力学实验技术学术会议论文集,2004,9:1~6.
[29]巫绪涛,胡时胜,杨伯源,等.SHPB研究混凝土动态力学性能的问题和改进[J].合肥工业大学学报(自然科学版),2004,27(1):63~66.
[30]徐明利,张若棋,张光莹.SHPB实验中试件内早期应力平衡分析[J].爆炸与冲击,2003,23(3):235~240.
[31]裴正林.小波理论及其在地震数据处理中的应用[J].地球物理学进展,2002,17(3):486~490.
[32]章传银,丘其宪.小波分析及其在地球重力学中的应用展望[J].地球物理学进展,1998,13(2):73~85.
[33]马涛,李斐,岳建利.小波分析在地球物理及大地测量中的应用[J].地球物理学进展,2003,18(1):49~52.
[34]Tang T,Malvern L E,Jenking D A.Rate effets in uniaxialdynamic ic compression of concrete[J].J Eng Mech,1992,118(1):108~124.
[35]Ross C A,Tedesco J W,Kuennen S T.Effects of strain rateon conrete strength[J].ACIMater J,1995,92(1):37~47.
[36]宋博,宋力,胡时胜.SHPB实验数据处理的解耦方法[J].爆炸与冲击,1998,18(2):167~171.
[37]Tang T,Malvern L E,Jenking D A.Rate effets in uniaxial dy-namic ic compression of concrete[J].J Eng Mech,1992,118(1):108~124.
[38]Ross C A,Tedesco J W,Kuennen S T.Effects of strain rateon conrete strength[J].ACIMater J,1995,92(1):37~47.
[39]刘孝敏,胡时胜.大直径SHPB弥散效应的二维数值分析[J].实验力学,2000,15(4):371~376.
[40]Bindiganavile V,Banthia N.A comment on the paper1,“Sizeeffect for high-strength concrete cylinders subjected to axialimpact”by T.Krauthammer et al[J].International Journal ofImpact Engineering,2004,(30):873~875.
[41]Klepaczko J,Malinowski Z,Kawata K,et al.High velocity de-formation of solids[M].Springer Berlin,1978,403.
[42]Bertholf J,Karne H.Two-dimensional analysis of the splithopkinson pressure bar system.[J].Mech Phys Solids,1975,23:1~19.
[43]李英雷,胡昌明,王悟.SHPB实验技术处理的规范化问题讨论[A].见:第三届全国爆炸力学实验技术学术会议论文集[C],2004,9:68~73.