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论应力波幅值和延续时间对破岩效果的影响 被引量:4

THE EFFECT OF BOTH THE AMPLITUDE AND THE DURATION OF STRESS WAVE ON THE ENERGY ABSORPTION OF ROCKS
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摘要 本文通过对应力波加载岩样的理论分析和实验研究,指出:岩石吸能存在有一临界入射应力值,当入射应力小于该值时,即使应力波延续时间最长,岩石也难于破碎;当入射应力大得足以在单次冲击下破碎岩石时,每一入射应力下均存在有一与之相对应的临界应力波延续时间;应力幅值为岩石破碎强度的1.33~2倍时,对应的岩石吸能最大,但最大的岩石吸能也只有入射能的40%~50%。 In this paper, the energy absorption of rocks under dynamic loads varying with its duration and its amplitude is studied by means of SHPB method. Through experimentation and theoretical analysis, we have obtained the following conclu- sions: First, there exists a critical stress value of rocks for every kind of rocks, i.e. for one kind of rock, if the incident wave stress amplitude is smaller than its critical value, its energy absorption is approximately zero for arbitary duration of the incident wave. Second when the incident wave stress amplitude is large enough to fracture rocks, there exists a corresponding critical duration of the incident wave. The third one is that the maximan limit of energy absorption of rocks is about 40%~50% the incident wave energy when the amplitude value of the incident wave is equal to 1. 33~2 times the fractured strength of rocks.
出处 《中南矿冶学院学报》 CSCD 1989年第6期595-604,共10页
关键词 应力波 延续时间 破岩 效果 stress wave energy absorption rock mechanics impact fracture impact test
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同被引文献21

  • 1李夕兵.冲击凿岩机具设计与岩石动力破碎特性[J].湘潭矿业学院学报,1994,9(3):7-10. 被引量:2
  • 2单仁亮,周富华,高全臣.接杆凿岩中接头能量传递特性与理想入射波形的研究[J].岩石力学与工程学报,1996,15(3):255-262. 被引量:2
  • 3王礼立.应力波基础[M].第2版.北京:国防工业出版社,2010.
  • 4李夕兵,博士学位论文,1992年
  • 5团体著者,积分变换(第3版),1989年
  • 6李夕兵,矿冶工程,1988年,8卷,1期,15页
  • 7高庆,工程断裂力学,1986年
  • 8陈--,脆性固体断袭力学,1985年
  • 9许云泽,粘弹性介质中的地震波,1981年
  • 10V.F.Long.An investigationaimed at improving the efficiency of percussive rock drilling[J].Journal of the South African Institute of Mining and Metallurgy,1966(66):276-296.

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