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数字图像技术在节理岩体裂纹扩展试验中的应用研究

赵程, 鲍冲, 松田浩, 赵春风, 田加深

赵程, 鲍冲, 松田浩, 赵春风, 田加深. 数字图像技术在节理岩体裂纹扩展试验中的应用研究[J]. 岩土工程学报, 2015, 37(5): 944-951. DOI: 10.11779/CJGE201505022
引用本文: 赵程, 鲍冲, 松田浩, 赵春风, 田加深. 数字图像技术在节理岩体裂纹扩展试验中的应用研究[J]. 岩土工程学报, 2015, 37(5): 944-951. DOI: 10.11779/CJGE201505022
ZHAO Cheng, BAO Chong, Matsuda Hiroshi, ZHAO Chun-feng, TIAN Jia-shen. Application of digital image correlation method in experimental research on crack propagation of brittle rock[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 944-951. DOI: 10.11779/CJGE201505022
Citation: ZHAO Cheng, BAO Chong, Matsuda Hiroshi, ZHAO Chun-feng, TIAN Jia-shen. Application of digital image correlation method in experimental research on crack propagation of brittle rock[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 944-951. DOI: 10.11779/CJGE201505022

数字图像技术在节理岩体裂纹扩展试验中的应用研究  English Version

基金项目: 国家自然科学基金项目(41202193); 教育部博士点基金项目(20110072120011)
详细信息
    作者简介:

    赵 程(1982- ),男,副教授,主要从事岩土工程方面的研究。E-mail: zhaocheng@tongji.edu.cn。

Application of digital image correlation method in experimental research on crack propagation of brittle rock

  • 摘要: 含倾斜裂纹的岩石在单轴压缩下,会发生翼裂纹扩展并逐步损伤破坏。对含预制裂纹的类岩石脆性试件进行单轴压缩试验,采用两台高分辨率相机连续捕捉图像,经过数字图像相关技术(DIC)处理,得到了试件的全局应变场演化过程图,试验结果表明:当荷载达到一定阶段,裂纹端部观察到了明显的微破裂区,其形状为绕裂纹尖端逆时针转动82°的椭圆;荷载增大到最大荷载的85.6%时,微破裂聚集成核,端部开始形成宏观翼裂纹,裂纹的扩展过程就是高应变区不断蔓延的过程,也是微破裂不断发育、成核的过程;次生微破裂区以及反翼微破裂区发育缓慢,且形成过程中也受到了拉伸应力作用,翼裂纹是试件的主要破坏模式。最后基于线弹性断裂力学,比较了裂纹尖端周围应力和应变的变化规律,给出了采用应变方法分析裂纹起裂扩展的理论依据,并且验证了DIC系统试验结果的可靠性。
    Abstract: Under uniaxial compression, wing crack initiates and propagates in the flawed rock, and the damage evolves. The uniaxial compression tests are carried out on rock-like brittle specimens, each containing a single flaw. Two high-resolution camera are used to capture images to get the global strain fields of the specimens using digital image correlation (DIC) technology. Micro-crack zone is observed obviously at the flaw tip, whose shape is an ellipse with an inclination of 82° with flaw. When the load increases to 85.6% of the maximum load, the micro-crack nucleates, and the macro wing crack initiates at the flaw tip. The cracking propagation is a process of micro-crack development and nucleation, as well as a process of high-strain area spreading. The development of the secondary micro-crack zone and the anti-wing micro-crack zone is very slow. Meanwhile, they are affected by the tensile stress. Therefore, the wing crack is the main crack pattern. Furthermore, the change of stress and strain around the tip is compared based on LEFM. It proves more effective to use the strain approach to investigate crack initiation and propagation. And the reliability of DIC system is verified through theoretical analysis.
  • [1] GRIFFITH A A. The phenomena of rupture and flow in solids[J]. Royal Society of London Philosophical Transactions Series A, 1921, 221: 163-198.
    [2] OROWAN E. Fracture and strength of solids[J]. Reports on Progress in Physics, 1949, 12: 185-232.
    [3] MC CLINTOCK F A, WALSH J B. Friction growth cracks in rocks under pressure[C]// Fourth US Nat Congr AI Mech, 1961: 1015-1021.
    [4] FAIRBURST C, COOK N G W. The phenomenon of rock splitting parallel to the direction of maximum compression in the neighborhood of a surface[C]// Proc First Congress International Society for Rocks Mechanics, 1966: 687-692.
    [5] HOEK E, BIENIAWSKI Z T. Brittle fracture propagation in rock under compression[J]. International Journal of Fracture Mechanics, 1965, 1(3): 137-155.
    [6] BRACE W F, BOMBOLAKIS E G. A note on brittle crack growth in compression[J]. Journal of Geophysical Research, 1963, 68(12): 3709-3713.
    [7] NOLEN-HOEKSEMA R C, GORDON R B. Optical detection of crack patterns in the opening-mode fracture of marble[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract Pergarnon, 1987, 24(4): 135-144.
    [8] WONG T F. Micromechanics of faulting in Westerly granite[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract Pergarnon, 1982, 19(2): 49-64.
    [9] 黄明利, 唐春安, 朱万成. 岩石单轴压缩下破坏失稳过程 SEM 即时研究[J]. 东北大学学报 (自然科学版), 1999, 20(4): 426-429. (HUANG Ming-li, TANG Chun-an, ZHU Wan-cheng. Real-time SEM study on rock failure instability under uniaxial compression[J]. Journal of Northeastern University (Natural Science), 1999, 20(4): 426-429. (in Chinese))
    [10] 吴立新, 王金庄, 孟顺利. 煤岩损伤扩展规律的即时压缩SEM 研究[J]. 岩石力学与工程学报, 1998, 17(1): 9-15. (WU Li-xin, WANG Jin-zhuang, MENG Shun-li. Real-time load SEM study on coal fracture developing[J]. Chinese Journal of Rock Mechanics and Engineering, 1998, 17(1): 9-15. (in Chinese))
    [11] 倪骁慧, 朱珍德, 武沂泉. 基于SEM的大理岩单轴受压全过程细观损伤量化研究[J]. 金属矿山, 2009, 9: 29-32. (NI Xiao-hui, ZHU Zhen-de, WU Yi-quan. SEM-based investigation on the quantification of meso-damage of marble under uniaxial compression[J]. Metal Mine, 2009, 9: 29-32. (in Chinese))
    [12] 葛修润, 任见喜, 蒲毅彬, 等. 煤岩三轴细观损伤演化规律的CT动态试验[J]. 岩石力学与工程学报, 1999, 18(5): 497-502. (GE Xiu-run, REN Jian-xi, PU Yi-bin, et al. A real-in-time CT triaxial testing study of meso-damage evolution law of coal[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(5): 497-502. (in Chinese))
    [13] 葛修润, 任建喜. 岩石细观损伤扩展规律的CT实时试验[J]. 中国科学(E辑), 2000, 30(2): 104-111. (GE Xiu-run, REN Jian-xi. Real-time CT test of meso-damage propagation law of rock[J]. Science in China(Series E), 2000, 30(2): 104-111. (in Chinese))
    [14] 葛修润, 任建喜, 蒲毅彬, 等. 岩石疲劳损伤扩展规律CT细观分析初探[J]. 岩土工程学报, 2001, 23(2): 191-195. (GE Xiu-run, REN Jian-xi, PU Yi-bin, et al. Primary study of CT real-time testing of fatigue meso-damage propagation law of rock[J]. Chinese Journal of Geolechnical Enganeering, 2001, 23(2): 191-195. (in Chinese))
    [15] 李术才, 李廷春, 王刚, 等. 单轴压缩作用下内置裂隙扩展的CT 扫描试验[J]. 岩石力学与工程学报, 2007, 26(3): 484-492. (LI Shu-cai, LI Ting-chun, WANG Gang, et al. CT real-time scanning tests on rock specimens with artificial initial crack under uniaxial conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 484-492. (in Chinese))
    [16] 刘冬梅, 蔡美峰, 周玉斌, 等. 岩石裂纹扩展过程的动态监测研究[J]. 岩石力学与工程学报, 2006, 25(3): 467-472. (LIU Dong-mei, CAI Mei-feng, ZHOU Yu-bin. Dynamic monitoring on developing process of rock cracks[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 467-472. (in Chinese))
    [17] 刘东燕, 朱可善, 胡本雄. 含裂隙岩石受压破坏的声发射特性研究[J]. 地下空间, 1998, 18(4): 210-216. (LIU Dong-yan, ZHU Ke-shan, HU Ben-xiong. A study on acoustic emission characters of failure of fissured rock on compression[J]. Underground Space, 1998, 18(4): 210-215. (in Chinese))
    [18] 李庶林, 尹贤刚, 王泳嘉, 等. 单轴受压岩石破坏全过程声发射特征研究[J]. 岩石力学与工程学报, 2004, 23(15): 2499-2503. (LI Shu-lin, YIN Xian-gang, WANG Yong-jia, et al. Studies on acoustic emission characteristics of uniaxial compressive rock failure[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2499-2503. (in Chinese))
    [19] YAMAGUCHI I. A laser-speckle strain gage[J]. Journal of Physis E:Scientific Instruments, 1981, 14: 1270-1273.
    [20] RANSON W F, PETERS W H. Digital image techniques in experimental stress analysis[J]. Optical Engineering, 1982, 21(3): 427-431.
    [21] 方钦志, 李慧敏, 欧阳小东, 等. 图像相关法在高分子材料拉伸性能研究中的应用[J]. 试验力学, 2006, 21(4): 459-466. (FANG Qin-zhi, LI Hui-min OUYANG Xiao-dong, et al. The application of DIC method in the investigation of polymer tensile behaviors[J]. Journal of Experimental Mechanics, 2006, 21(4): 459-466. (in Chinese))
    [22] 芮嘉白, 金观昌, 徐秉业. 一种新的数字散斑相关方法及其应用[J].力学学报, 1994, 26(5): 599-607. (RUI Jia-bai, JIN guan-chang, XU Bing-ye. A new digital speckle correlation method and its application[J]. ACTA Mechanica sinica, 1994, 26(5): 599-607. (in Chinese))
    [23] 王冬梅, 方如华, 计宏伟, 等. 用数字图像相关法研究改性高分子材料的断裂行为[J]. 同济大学学报, 1999, 27(3): 278-281. (WANG Dong-mei, FANG Ru-hua, JI Hong-wei, et al. Studies on fracture behaviors of the modified high polymer by using digital image correlation method[J]. Journal of Tongji university, 1999, 27(3): 278-281. (in Chinese))
    [24] 王水林, 葛修润, 章光. 受压状态下裂纹扩展的数值分析[J]. 岩石力学与工程学报, 1999, 18(6): 671-675. (WANG Shui-lin, GE Xiu-run, ZHANG Guang. Numerical analysis of crack propagation under compression[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(6): 671-675. (in Chinese))
    [25] 李世愚, 和泰名, 尹祥础. 岩石断裂力学导论[M]. 合肥:中国科技大学出版社, 2010. (LI Shi-yu, HE Tai-min, YIN Xiang-chu. An introduction of fracture mechanics[M]. Hefei: University of Science and Technology of China Press, 2010. (in Chinese))
    [26] RUEHLE M, CLAUSSEN N, HEUER A H. Transformation and microcrack toughening as complementary processes in ZrO 2 ‐toughened Al 2 O 3 [J]. Journal of the American Ceramic Society, 1986, 69(3): 195-197.
    [27] GONÇALVES DA SILVA B, EINSTEIN H H. Modeling of crack initiation, propagation and coalescence in rocks[J]. International Journal of Fracture, 2013, 182(2): 167-18.
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  • 收稿日期:  2014-08-29
  • 发布日期:  2015-05-19

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