Volume 34 Issue 3
Aug.  2014
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Hong Liang, Jin Zhi-ren, Deng Zong-wei. Bar diameter effect of minimum loading strain rate in granite impacting tests by SHPB[J]. Explosion And Shock Waves, 2014, 34(3): 328-333. doi: 10.11883/1001-1455(2014)03-0328-06
Citation: Hong Liang, Jin Zhi-ren, Deng Zong-wei. Bar diameter effect of minimum loading strain rate in granite impacting tests by SHPB[J]. Explosion And Shock Waves, 2014, 34(3): 328-333. doi: 10.11883/1001-1455(2014)03-0328-06

Bar diameter effect of minimum loading strain rate in granite impacting tests by SHPB

doi: 10.11883/1001-1455(2014)03-0328-06
  • Received Date: 2012-11-15
  • Rev Recd Date: 2013-01-07
  • Publish Date: 2014-05-25
  • The relationship between elastic bar diameter of split Hopkinson pressure bar(SHPB) systems and the minimum strain rate causing rock failure under once impact with half-sine stress wave loads, is analyzed based on the Steverding-Lehnigk fracture criterion of brittle materials.The tests were carried out at different strain rates from high to low on the SHPB systems with different elastic bar diameters of 22, 36, 50 and 75 mm.Granite was used in these tests, and its size varies with the elastic bar diameter.The variation law of the lowest strain rate with the elastic bar diameter was discussed.The theoretical and experimental results show that the lowest strain rate of rock decreases with the increase of the elastic bar diameter in power relation.However, the bar diameter has already exceeded 100 mm when the strain rate decreases to the order of 10 0 s-1, and the effect of decreasing strain rate by increasing bar diameter turns to be less evident.
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  • [1]
    Field J E, Walley S M, Proud W G, et al. Review of experimental techniques for high rate deformation and shock studies[J]. International Journal of Impact Engineering, 2004, 30(7): 725-775. doi: 10.1016/j.ijimpeng.2004.03.005
    [2]
    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: 11.
    [3]
    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. doi: 10.1016/S0734-743X(02)00073-8
    [4]
    Frew D J, Forrestal M J, Chen W. A split Hopkinson pressure bar technique to determine compressive stress-strain data for rock materials[J]. Experimental Mechanics, 2001, 41(1): 40-46. doi: 10.1007/BF02323102
    [5]
    Zhu J, Hu S S, Wang L L. An analysis of stress uniformity for concrete-like specimens during SHPB tests[J]. International Journal of Impact Engineering, 2009, 36(1): 61-72. doi: 10.1016/j.ijimpeng.2008.04.007
    [6]
    Li X B, Lok T S, Zhao J. Dynamic characteristics of granite subjected to intermediate loading rate[J]. Rock Mechanics and Rock Engineering, 2005, 38(1): 21-39. doi: 10.1007/s00603-004-0030-7
    [7]
    Perkin R D, Green S J, Friedman M. Uniaxial stress behavior of porphritic to nalite at strain rates to 103 s-1[J]. International Journal of Rock Mechanics and Mining Sciences, 1970, 7(5): 527-535. doi: 10.1016/0148-9062(70)90005-7
    [8]
    Blabton T L. Effect of strain rates from 10-2-10 s-1 in triaxial compression tests on three rocks[J]. International Journal of Rock Mechanics and Mining Sciences, 1981, 18(1): 47-62. doi: 10.1016/0148-9062(81)90265-5
    [9]
    张学峰, 夏源明.中应变率材料试验机的研制[J].实验力学, 2001, 16(1): 13-18.

    Zhang Xue-feng, Xia Yuan-ming. Development of material testing apparatus for intermediate strain rate test[J]. Journal of Experimental Mechanics, 2001, 16(1): 13-18.
    [10]
    Davies E D H, Hunter S C. The dynamic compression testing of solids by the method of the split Hopkinson bar[J]. Journal of the Mechanics and Physics of Solids, 1963, 11(3): 155-179. doi: 10.1016/0022-5096(63)90050-4
    [11]
    Lok T S, Li X B, Zhao P J, et al. Uniaxial compression tests on granite and its complete stress-strain relationship at high strain rate[C]//Wang S J, Fu B J, Li Z K. Frontiers of Rock Mechanics and Sustainable Development in the 21st Century. Netherlands: Balkema A A, 2001: 85-87.
    [12]
    Steverding B, Lehnigk S H. Response of cracks to impact[J]. Journal of Applied Physics, 1970, 41(5): 2096-2099. doi: 10.1063/1.1659170
    [13]
    Steverding B, Lehnigk S H. Collision of stress pulses with obstacles and dynamic of fracture[J]. Journal of Applied Physics, 1971, 42(8): 3231-3238. doi: 10.1063/1.1660713
    [14]
    Steverding B, Lehnigk S H. The fracture penetration depth of stress pulses[J]. International Journal of Rock Mechanics and Mining Sciences, 1976, 13(3): 75-80. doi: 10.1016/0148-9062(76)90423-X
    [15]
    沈明荣, 陈建峰.岩体力学[M].上海: 同济大学出版社, 2006: 55.
    [16]
    Hong L, Li X B, Liu X L, et al. Stress uniformity process of specimens in SHPB test under different loading conditions of rectangular and half-sine input waves[J]. Transactions of Tianjin University, 2008, 14(6): 450-456. doi: 10.1007/s12209-008-0077-8
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