爆炸荷载作用下岩石动态裂纹扩展的数值模拟

钟波波 李宏 张永彬

钟波波, 李宏, 张永彬. 爆炸荷载作用下岩石动态裂纹扩展的数值模拟[J]. 爆炸与冲击, 2016, 36(6): 825-831. doi: 10.11883/1001-1455(2016)06-0825-07
引用本文: 钟波波, 李宏, 张永彬. 爆炸荷载作用下岩石动态裂纹扩展的数值模拟[J]. 爆炸与冲击, 2016, 36(6): 825-831. doi: 10.11883/1001-1455(2016)06-0825-07
Zhong Bobo, Li Hong, Zhang Yongbin. Numerical simulation of dynamic cracks propagation of rock under blasting loading[J]. Explosion And Shock Waves, 2016, 36(6): 825-831. doi: 10.11883/1001-1455(2016)06-0825-07
Citation: Zhong Bobo, Li Hong, Zhang Yongbin. Numerical simulation of dynamic cracks propagation of rock under blasting loading[J]. Explosion And Shock Waves, 2016, 36(6): 825-831. doi: 10.11883/1001-1455(2016)06-0825-07

爆炸荷载作用下岩石动态裂纹扩展的数值模拟

doi: 10.11883/1001-1455(2016)06-0825-07
详细信息
    作者简介:

    钟波波(1990—),男,硕士研究生, ytgczbb@163.com

  • 中图分类号: O346.1

Numerical simulation of dynamic cracks propagation of rock under blasting loading

  • 摘要: 运用岩石破裂过程分析软件RFPA-dynamic,就爆炸荷载的加载速率、炮孔到自由边界的距离以及两炮孔中间空孔的大小对动态裂纹扩展方式的影响进行了研究。结果表明:随着加载速率的减小,炮孔周围的破碎区逐渐减少;裂纹开始萌生的位置逐渐由破碎区外边缘向炮孔孔壁转移;萌生的分支小裂纹逐渐减少,主裂纹扩展长度逐渐增大。由于自由边界的影响,炮孔向下扩展的裂纹逐渐弯向水平方向,且炮孔到自由边界的距离越小,这种趋势越明显。由于空孔的导向作用,使靠近空孔的裂纹逐渐弯曲向空孔处扩展,同时在空孔孔壁两端产生一条向炮孔扩展的裂纹;空孔半径大小对裂纹的导向作用,并无明显的影响;材料的非均匀性,对裂纹的扩展方式有显著的影响。
  • 图  1  分析模型几何示意图

    Figure  1.  Schematic geometry for analysis model

    图  2  施加荷载的压力曲线

    Figure  2.  Pressure curves for applied pressure waveforms

    图  3  不同加载速率下最大主应力分布及裂纹扩展

    Figure  3.  Maximum principal stress distribution and crack propagation at different loading rates

    图  4  炮孔到自由边界不同距离下最大主应力分布及裂纹扩展

    Figure  4.  Maximum principal stress distribution and crack propagation of different distance from charge hole to free boundary

    图  5  空孔应力集中作用分析图

    Figure  5.  Concentrated effect of stress around guide hole

    图  6  不同半径空孔的最大主应力分布及裂纹扩展

    Figure  6.  Maximum principal stress distribution and crack propagation of different guide holes

    图  7  单元的主应力曲线

    Figure  7.  The principal stress curves of the element

  • [1] Cho S H, Kaneko K. Influence of the applied pressure waveform on the dynamic fracture processes in rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(5):771-784. doi: 10.1016/j.ijrmms.2004.02.006
    [2] Cho S H, Nakamura Y, Mohanty B, et al. Numerical study of fracture plane control in laboratory-scale blasting[J]. Engineering Fracture Mechanics, 2008, 75(13):3966-3984. doi: 10.1016/j.engfracmech.2008.02.007
    [3] Aliabadian Z, Sharafisafa M. Numerical modeling of presplitting controlled method in continuum rock masses[J]. Arabian Journal of Geosciences, 2013, 7(12):5005-5020. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=cd0d74637c3a4af0a84b8109905308c6
    [4] 李启月, 徐敏, 范作鹏, 等.直眼掏槽破岩过程模拟与空孔效应分析[J].爆破, 2011, 28(4):23-26. doi: 10.3963/j.issn.1001-487X.2011.04.006

    Li Qiyue, Xu Min, Fan Zuopeng, et al. Simulation of rock failure process in cutting by parallel hole and analysis on empty hole effect[J]. Blasting, 2011, 28(4):23-26. doi: 10.3963/j.issn.1001-487X.2011.04.006
    [5] 岳中文, 郭洋, 许鹏, 等.定向断裂控制爆破的空孔效应实验分析[J].爆炸与冲击, 2015, 35(3):304-311. doi: 10.11883/1001-1455-(2015)03-0304-08

    Yue Zhongwen, Guo Yang, Xu Peng, et al. Analysis of empty hole effect in directional fracture controlled blasting[J]. Explosion and Shock Waves, 2015, 35(3):304-311. doi: 10.11883/1001-1455-(2015)03-0304-08
    [6] Chau K T, Zhu W C, Tang C, et al. Numerical simulations of failure of brittle solids under dynamic impact using a new computer program: DIFAR[J]. Key Engineering Materials, 2004, 261/263(1):239-244. doi: 10.4028-www.scientific.net-KEM.261-263.239/
    [7] Zhu W C, Tang C A, Huang Z P, e t al. A numerical study of the effect of loading conditions on the dynamic failure of rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(3):424-424. doi: 10.1016/j.ijrmms.2003.12.022
    [8] Zhu W C, Tang C A. Numerical simulation of Brazilian disk rock failure under static and dynamic loading[J]. International Journal of Rock Mechanics and Mining Sciences, 2006, 43(2):236-252. doi: 10.1016/j.ijrmms.2005.06.008
    [9] 唐春安.岩石声发射规律数值模拟初探[J].岩石力学与工程学报, 1997, 16(4):368-374. doi: 10.1007-s00216-011-5060-x/

    Tang Chun'an. Numerical simulation of AE in rock failure[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(4):368-374. doi: 10.1007-s00216-011-5060-x/
    [10] Tang C. Numerical simulation of progressive rock failure and associated seismicity[J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(2):249-261. doi: 10.1016/S0148-9062(96)00039-3
    [11] 王礼立, 朱兆祥.应力波基础[M].2版.北京:国防工业出版社, 2005.
    [12] 戴俊.柱状装药爆破的岩石压碎圈与裂隙圈计算[J].辽宁工程技术大学学报(自然科学版), 2001, 20(2):144-147. doi: 10.3969/j.issn.1008-0562.2001.02.005

    Dai Jun. Calculation of radii of the broken and cracked areas in rock by a long charge explosion[J]. Journal of Liaoning Technical University (Natural Science), 2001, 20(2):144-147. doi: 10.3969/j.issn.1008-0562.2001.02.005
    [13] 文梼, 谭海.岩石爆破中的空孔效应数值计算分析[J].爆破, 2011, 28(3):58-61. http://d.old.wanfangdata.com.cn/Periodical/bp201103017

    Wen Tao, Tan Hai. The empty hole effect numerical computation analysis during rock blasting[J]. Blasting, 2011, 28(3):58-61. http://d.old.wanfangdata.com.cn/Periodical/bp201103017
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出版历程
  • 收稿日期:  2015-04-15
  • 修回日期:  2015-06-29
  • 刊出日期:  2016-11-25

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