›› 2017, Vol. 38 ›› Issue (8): 2175-2181.doi: 10.16285/j.rsm.2017.08.003

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on the regularity of asymmetric Y-shaped cracks propagation under blast loading

YANG Ren-shu1, SU Hong1, GONG Yue2, CHEN Cheng1   

  1. 1. School of Mechanics and Civil Engineering, China University of Ming and Technology, Beijing 100083, China; 2. School of Chemical Engineering, Anhui University of Science and Technology, Huainan, Anhui, 232001, China
  • Received:2016-11-23 Online:2017-08-11 Published:2018-06-05
  • Supported by:

    This work was supported by the General Program of National Natural Science Foundation of China (51274203, 51374210) and the Program of Introducing Talents of Discipline to Universities (B14006).

Abstract: Using a dynamic caustics blast loading system, we studied dynamic behavior of asymmetric Y-shaped cracks propagation under blasting loading. It was found that before two opposite moving cracks encountering, their tip singular fields affected each other, the shape of caustics spots distorted and stress fields of the crack tip changed. Moreover, two moving cracks propagated along the deviating horizontal direction, and the deviation angle gradually increased. However, after two opposite moving cracks encountering, the deviation angle gradually decreased, and two moving cracks propagated along the direction of the existing crack. It can be seen that two branched cracks intersected at the main crack, and the wing crack easily initiated from the branched crack with a smaller incident angle of stress wave and a longer length, and propagated along the vertical direction of the maximum tensile stress. However, this kind of branched crack may inhibit the propagation and the stress intensity factor of the branched crack with a larger incident angle and a shorter length. The average values of dynamic stress intensity factor of the branched crack decreased with the increase of the incident angle of stress wave. In addition, the propagation velocity of the branched wing crack presented oscillating change law. Therefore, the results provide a reliable basis for the analysis of crack propagation in practical engineering.

Key words: Y-shaped cracks, blasting load, dynamic caustics, crack propagation, dynamic stress intensity factor

CLC Number: 

  • TU 452

[1] PAN Rui, CHENG Hua, WANG Lei, WANG Feng-yun, CAI Yi, CAO Guang-yong, ZHANG Peng, ZHANG Hao-jie, . Experimental study on bearing characteristics of bolt-grouting support in shallow fractured surrounding rock of roadway [J]. Rock and Soil Mechanics, 2020, 41(6): 1887-1898.
[2] AI Di-hao, LI Cheng-wu, ZHAO Yue-chao, LI Guang-yao, . Investigation on micro-seismic, electromagnetic radiation and crack propagation characteristics of coal under static loading [J]. Rock and Soil Mechanics, 2020, 41(6): 2043-2051.
[3] ZHOU Zi-han, CHEN Zhong-hui, WANG Jian-ming, ZHANG Ling-fan, NIAN Geng-qian. Catastrophe analysis of open-pit slope stability under blasting load [J]. Rock and Soil Mechanics, 2020, 41(3): 849-857.
[4] ZHANG Guo-kai, LI Hai-bo, WANG Ming-yang, LI Xiao-feng, . Crack propagation characteristics in rocks containing single fissure based on acoustic testing and camera technique [J]. Rock and Soil Mechanics, 2019, 40(S1): 63-72.
[5] JIANG An-nan, ZHANG Quan, WU Hong-tao, DUAN Long-mei, JIAO Ming-wei, BAI Tao, . Stability analysis of slope affected by blasting based on improved local safety method [J]. Rock and Soil Mechanics, 2019, 40(S1): 511-518.
[6] ZHANG Chuan-qing, LIU Zhen-jiang, ZHANG Chun-sheng, ZHOU Hui, GAO Yang, HOU Jing, . Experimental study on rupture evolution and failure characteristics of aphanitic basalt [J]. Rock and Soil Mechanics, 2019, 40(7): 2487-2496.
[7] ZHANG Yu-bin, HUANG Dan. State-based peridynamic study on the hydraulic fracture of shale [J]. Rock and Soil Mechanics, 2019, 40(7): 2873-2881.
[8] WANG Hai-jun, YU Shu-yang, REN Ran, TANG Lei, LI Xin-yun, JIA Yu, . Study on failure of brittle solids with circular hole and internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2019, 40(6): 2200-2212.
[9] JIANG Li-Chun, LUO En-Min, SHEN Bin-Bin, . A dynamic response of blasting to stereoscopic goaf group based on the multi-degree of freedom model method [J]. Rock and Soil Mechanics, 2019, 40(6): 2407-2415.
[10] YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua, . Study of contact cracks based on improved numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(5): 2016-2021.
[11] CONG Yi, CONG Yu, ZHANG Li-ming, JIA Le-xin, WANG Zai-quan, . 3D particle flow simulation of loading-unloading failure process of marble [J]. Rock and Soil Mechanics, 2019, 40(3): 1179-1186.
[12] LI Zheng, GUO De-ping, ZHOU Xiao-ping, WANG Yun-teng, . Numerical simulation of crack propagation and coalescence using peridynamics [J]. Rock and Soil Mechanics, 2019, 40(12): 4711-4721.
[13] ZHANG Ke, WANG Hai-jun, REN Ran, TANG Lei, YU Shu-yang, LIU Xin-na, GU Hao, . Fracture characteristics of sphere with 45ºdouble embedded cracks based on 3D-ILC [J]. Rock and Soil Mechanics, 2019, 40(12): 4731-4739.
[14] LI Jing, KONG Xiang-chao, SONG Ming-shui, WANG Yong, WANG Hao, LIU Xu-liang, . Study on the influence of reservoir rock micro-pore structure on rock mechanical properties and crack propagation [J]. Rock and Soil Mechanics, 2019, 40(11): 4149-4156.
[15] MA Peng-fei, LI Shu-chen, ZHOU Hui-ying, ZHAO Shi-sen. Simulations of crack propagation in rock-like materials using modified peridynamic method [J]. Rock and Soil Mechanics, 2019, 40(10): 4111-4119.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!