›› 2016, Vol. 37 ›› Issue (6): 1521-1529.doi: 10.16285/j.rsm.2016.06.001

• Fundamental Theroy and Experimental Research •     Next Articles

Effect of T-stress on crack growth path in rock and fracture strength

TANG Shi-bin1, 2, HUANG Run-qiu2, TANG Chun-an1   

  1. 1. Institute for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, Liaoning 116024, China; 2. State Key Laboratory of Geo-hazards Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China
  • Received:2014-09-02 Online:2016-06-13 Published:2018-06-09
  • Supported by:

    This work was supported by the National Program on Key Basic Research Project of China (973 Program) (2014CB047100), the National Natural Science Foundation of China (51474046, U1562103), the Opening Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology) (SKLGP2014K017) and the Fundamental Research Funds for the Central Universities (DUT14LK21).

Abstract: In the classical crack-tip stress field, the singular stresses (r1/2 term) near the crack tip are characterized by a single parameter, i.e. the stress intensity factor K. Therefore, the O(r1/2) term and the secondary non-singular term (T-stress) are always ignored. However, the stress and strain fields around the crack tip are influenced considerably by the T-stress. In this paper, the conventional fracture growth criteria, i.e. the maximum tangential stress criterion is modified to take into account the effect of T-stress, and is used to study the fracture growth when subjected to modes I, II or mixed mode (I/II) loading. The results show that: (1) In the pure mode I loading condition, if the T-stress is negative (compression), the crack growth is stable. However, if the T-stress is positive (tensile), the crack grows along the crack direction only when , otherwise, the crack growth direction will be changed. (2) In the pure mode II loading condition, the crack growth direction and the loading capacity are influenced not only by the stresses along the fracture direction (T-stress) but also by the normal stress on the fracture. (3) For the mixed loading condition, the T-stress consideration in the fracture criteria leads to better agree with the experiments. The positive T-stress results in an increase in crack growth angle, while the negative T-stress decreases that angle. The results reveal that it is benefit to control the T-stress to change the crack growth direction, in order to avoid the most dangerous crack growth direction or stopping/slowing down the overall structural fracture.

Key words: T-stress, singular stresses near crack tip, crack growth, fracture criterion

CLC Number: 

  • O 346.1

[1] GAO Qing-peng, CAO Ping, WANG Fei, WANG Zhu. Mechanical properties and failure criteria of multi-joint rock-like specimens under compression-shear [J]. Rock and Soil Mechanics, 2019, 40(3): 1013-1022.
[2] SONG Yi-min, XING Tong-zhen, LÜ Xiang-feng, ZHAO Ze-xin, DENG Lin-lin, . Fracture characteristics of granite with mode-I pre-crack at different loading rates [J]. Rock and Soil Mechanics, 2018, 39(12): 4369-4375.
[3] LI Yi-fan, DONG Shi-ming, LI Nian-bin. A method of calculating T-stress for cracked flattened Brazilian disk under combined mode loading condition [J]. , 2016, 37(S1): 645-650.
[4] YANG Ren-shu, XU Peng, YUE Zhong-wen, CHEN Cheng , . Laboratory study of interaction between a circular hole defect and mode I moving crack [J]. , 2016, 37(6): 1597-1602.
[5] CHENG Li-chao , XU Jiang , FENG Dan , TIAN Ao-xue , LIU Yi-xin,. Analysis of mesoscopic cracking propagation and coalescence mechanisms of rocks subject to shearing [J]. , 2016, 37(3): 655-664.
[6] HUA Wen, DONG Shi-ming, XU Ji-gang. Experimental research on fracture toughness of rust stone under mixed mode loading conditions [J]. , 2016, 37(3): 753-758.
[7] LI Yi-fan, DONG Shi-ming, HUA Wen. T-stress for central cracked Brazilian disk subjected to compression [J]. , 2016, 37(11): 3191-3196.
[8] YAN Cheng-zeng , SUN Guan-hua , ZHENG Hong , GE Xiu-run,. Simulation of explosive gas-driven rock fracture by FEM/DEM [J]. , 2015, 36(8): 2419-2425.
[9] ZHENG An-xing,LUO Xian-qi. Research on combined fracture criterion of rock under compression-shear stress [J]. , 2015, 36(7): 1892-1898.
[10] YAN Cheng-zeng,SUN Guan-hua,ZHENG Hong,GE Xiu-run. Adaptive FEM/DEM analysis method based on local splitting elements [J]. , 2014, 35(7): 2064-2070.
[11] ZHANG Wen-ju ,LU Wen-bo ,YANG Jian-hua ,YAN Peng ,CHEN Ming , . Cracking characteristics and influential factors of surrounding rocks induced by excavation unloading in deep tunnel [J]. , 2013, 34(9): 2690-2698.
[12] LIU Tao-ying ,CAO Ping ,ZHANG Li-feng ,ZHAO Yan-lin ,FAN Xiang . Study of fracture damage evolution mechanism of compression-shear rock cracks under high seepage pressure [J]. , 2012, 33(6): 1801-1815.
[13] MA Wen-tao , LI Ning , SHI Jun-ping . An enriched radial point interpolation meshless method based on partition of unity [J]. , 2012, 33(12): 3795-3800.
[14] DENG Hua-feng, LI Jian-lin, LIU Jie, ZHU Min, GUO Jing, LU Tao. Research on propagation of compression shear fracture in rocks considering fissure water pressure [J]. , 2011, 32(S1): 297-0302.
[15] WAN Lin-hui,CAO Ping,HUANG Yong-heng,WANG Yi-xian. Study of subcritical crack growth of rocks and threshold values in different environments [J]. , 2010, 31(9): 2737-2742.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!