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Volume 40 Issue 6
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DAI Feng, ZHU Wan-cheng, LI Shao-hua, YU Yong-jun. Shape factor of irregular internal cracks in rock-like materials[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 1039-1047. DOI: 10.11779/CJGE201806009
Citation: DAI Feng, ZHU Wan-cheng, LI Shao-hua, YU Yong-jun. Shape factor of irregular internal cracks in rock-like materials[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(6): 1039-1047. DOI: 10.11779/CJGE201806009
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Shape factor of irregular internal cracks in rock-like materials

  • School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China

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  • Received Date: March 13, 2017
  • Published Date: June 24, 2018
    Graphical Abstract
    • Abstract
  • The initiation, propagation and coalescence of internal cracks will lead to the failure of rock mass. To study the fracture characteristics of the internal cracks in brittle rock mass, the validity and reliability of a cylinder FEM numerical model containing a horizontal circular crack with 1/4-point singular elements are verified by the similar material simulation tests. Then, to analyze the effects of the size and curvature on the fracture characteristics of internal cracks, the relative-size-ratio (n) and relative-curvature-radius-ratio (t) of crack are defined to describe the geometrical feature of the internal cracks. Furthermore, the influences of n and t on the shape factors of crack (Y) are examined by the numerical model with circular and elliptical internal horizontal cracks. In addition, based on the above research results, a simple formula is proposed to calculate the shape factor of arbitrary convex-curve-type internal horizontal crack. Moreover, the comparisons of the calculated results and the numerical simulations of circular, elliptical and irregular crack show that all the deviations are within 2%. Meanwhile, SIF of the irregular crack in this research approaches its maximum at positions of 60° and 300° from X-axis positive direction approximately, where the crack will develop firstly. The results can be applied to the estimation of SIF value of internal cracks in laboratory tests or practical engineering.
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    • References (20)
  • [1]
    蔡美峰. 岩石力学与工程[M]. 北京: 科学出版社, 2002.
    (CAI Mei-feng.Rock mechanics and engineering[M]. Beijing: Science Press, 2002. (in Chinese))
    [2]
    李廷春, 吕海波. 三轴压缩载荷作用下单裂隙扩展的CT实时扫描试验[J]. 岩石力学与工程学报, 2010, 29(2): 289-296.
    (LI Ting-chun, LÜ Hai-bo.CT real-time scanning tests on single crack propagation under tri-axial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 289-296.(in Chinese))
    [3]
    李术才, 杨磊, 李明田, 等. 三维内置裂隙倾角对类岩石材料拉伸力学性能和断裂特征的影响[J]. 岩石力学与工程学报, 2009, 28(2): 281-289.
    (LI Shu-cai, YANG Lei, LI Ming-tian, et al.Influences of 3D internal crack DIP angle on tensile mechanical properties and fracture features of rock-like material[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(2): 281-289. (in Chinese))
    [4]
    林恒星, 朱珍德, 王熙, 等. 透明类岩石内蕴裂纹扩展变形试验研究[J]. 科学技术与工程, 2014, 14(29): 280-284.
    (LIN Heng-xing, ZHU Zhen-de, WANG Xi, et al.Experimental studies on crack propagation and coalescence in transparent rock[J]. Science Technology and Engineering, 2014, 14(29): 280-284. (in Chinese))
    [5]
    林恒星, 朱珍德, 孙亚霖, 等. 透明类岩石预制裂隙不同赋存方式起裂扩展研究[J]. 固体力学学报, 2015, 36(增刊1): 58-62.
    (LIN Heng-xing, ZHU Zhen-de, SUN Ya-lin, et al.Experimental studies on pre-existing crack in different ways propagation and coalescence in transparent rock[J]. Chinese Journal of Solid Mechanics, 2015, 36(S1): 58-62. (in Chinese))
    [6]
    朱珍德, 林恒星, 孙亚霖. 透明类岩石内置三维裂纹扩展变形试验研究[J]. 岩土力学, 2016, 37(4): 914-920.
    (ZHU Zhen-de, LIN Heng-xing, SUN Ya-lin.An experimental study of internal 3D crack propagation and coalescence in transparent rock[J]. Rock and Soil Mechanics, 2016, 37(4): 914-920. (in Chinese))
    [7]
    戴峰, 魏明东, 徐奴文, 等. 内置三维裂隙非均匀性岩石渐进破坏数值研究[J]. 应用基础与工程科学学报, 2014, 22(6): 1178-1185.
    (DAI Feng, WEI Ming-dong, XU Nu-wen, et al.Numerical simulation on progressive failure of heterogeneous rock specimens with a pre-existing three-dimensional crack[J]. Journal of Basic Science and Engineering, 2014, 22(6): 1178-1185. (in Chinese))
    [8]
    于培师. 含曲线裂纹结构的三维断裂与疲劳裂纹扩展模拟研究[D]. 南京:南京航空航天大学, 2010.
    (YU Pei-shi.Studies on three-dimensional fracture and fatigue crack growth simulation of curve cracked structures[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2010. (in Chinese))
    [9]
    YU Pei-shi, GUO Wan-lin.An equivalent thickness conception for prediction of surface fatigue crack growth life and shape evolution[J]. Engineering Fracture Mechanics, 2012, 93: 65-74.
    [10]
    张敦福, 张波, 王卫东, 等. 单向轴压条件下内置椭圆三维裂纹扩展无网格方法的研究[J]. 应用力学学报, 2016, 33(3): 483-489.
    (ZHANG Dun-fu, ZHANG Bo, WANG Wei-dong, et al.Study on the built-in ellipse 3D crack propagation under uniaxial compression by meshless method[J]. Chinese Journal of Applied Mechanics, 2016, 33(3): 483-489. (in Chinese))
    [11]
    MORTEZA N, ADRIANA P, ROBERT W Z.On the use of quarter-point tetrahedral finite elements in linear elastic fracture mechanics[J]. Engineering Fracture Mechanics, 2015, 144: 194-221.
    [12]
    ABDELAZIZ Y, BENKHEIRA S, RIKIOUI T, et al.A double degenerated finite element for modeling the crack tip singularity[J]. Applied Mathematical Modeling, 2010(34): 4031-4039.
    [13]
    刘明尧, 柯孟龙, 周祖德, 等. 裂纹尖端应力强度因子的有限元计算方法分析[J]. 武汉理工大学学报, 2011, 33(6): 116-121.
    (LIU Ming-yao, KE Meng-long, ZHOU Zu-de, et al.Analysis of finite element calculation methods for crack-tip stress intensity factor[J]. Journal of Wuhan University of Technology, 2011, 33(6): 116-121. (in Chinese))
    [14]
    谢仁海, 渠天祥, 钱光谟. 构造地质学[M]. 徐州:中国矿业大学出版社, 2007.
    (XIE Ren-hai, QU Tian-xiang, QIAN Guang-mo.Structural geology[M]. Xuzhou: China University of Mining and Technology Press, 2007. (in Chinese))
    [15]
    王宇, 李晓, 武艳芳, 等. 脆性岩石起裂应力水平与脆性指标关系探讨[J]. 岩石力学与工程学报, 2014, 33(2): 264-275.
    (WANG Yu, LI Xiao, WU Yan-fang, et al.Research on relationship between crack initiation stress level and brittleness indices for brittle rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(2): 264-275. (in Chinese))
    [16]
    于永军, 梁卫国, 毕井龙, 等. 油页岩热物理特性试验与高温热破裂数值模拟研究[J]. 岩石力学与工程学报, 2015, 34(6): 1106-1115.
    (YU Yong-jun, LIANG Wei-guo, BI Jing-long, et al.Thermo physical experiment and numerical simulation on thermal cracking of oil shale at high temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(6): 1106-1115. (in Chinese))
    [17]
    朱锐, 邓乾金. 位移外推法在应力强度因子计算中的应用[J]. 机械工程与自动化, 2013(2): 190-191.
    (ZHU Rui, DENG Qian-jin.Application of displacement extrapolation method in calculation of SIF[J]. Mechanical Engineering and Automation, 2013(2): 190-191. (in Chinese))
    [18]
    王涛, 杨建国, 刘雪松, 等. 含中心裂纹低匹配对接接头形状参数对形状因子的影响[J]. 焊接学报, 2012, 33(1): 101-104.
    (WANG Tao, YANG Jian-guo, LIU Xue-song, et al.Influence of joint geometric parameters on shape factor of under-matched butt joint with center crack[J]. Transactions of The China Welding Institution, 2012, 33(1): 101-104. (in Chinese))
    [19]
    薛建阳, 董金爽, 尚鹏. 裂纹尖端附近应力场和位移场精确解分析[J]. 西安建筑科技大学学报(自然科学版), 2016, 48(2): 160-164.
    (XUE Jian-yang, DONG Jin-Shuang, SHANG Peng.Analysis of exact solution on stress and displacement near the crack tip[J]. Journal of Xi'an University of Architecture and Technology (Natural Science Edition), 2016, 48(2): 160-164. (in Chinese))
    [20]
    中国航空研究院. 应力强度因子手册[M]. 北京: 科学出版社, 1981.
    (China Research Institute of Aeronautics. Hand book of stress intensity factor[M]. Beijing: Science Press, 1981. (in Chinese))
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