Does double pre-notches have a greater impact than single pre-notch on the mechanical and fracture behavior of rock? Insights from three-point bending tests using the numerical approach of grain-based model

被引:9
作者
Gao, Yanan [1 ,2 ,3 ]
Shao, Xiaoshuang [1 ,2 ,3 ]
Wang, Yunlong [2 ,3 ,4 ]
Hou, Peng [4 ]
Gao, Mingzhong [5 ]
机构
[1] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
[2] YunLong Lake Lab Deep Underground Sci & Engn, Xuzhou 221116, Peoples R China
[3] China Univ Min & Technol, State Key Lab Intelligent Construct & Hlth Operat, Xuzhou 221116, Peoples R China
[4] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China
[5] Shenzhen Univ, Guangdong Prov Key Lab Deep Earth Sci & Geothermal, Shenzhen 518060, Peoples R China
基金
中国国家自然科学基金;
关键词
Three-point bending test; Pre-notch; Grain-based model (GBM); Fracture behavior; Crack evolution mechanism; STRESS INTENSITY FACTORS; CRACK-PROPAGATION; SPECIMENS; COALESCENCE; TOUGHNESS; SANDSTONE; EVOLUTION; STRENGTH; FISSURES; TIP;
D O I
10.1016/j.tafmec.2024.104624
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The mechanical performance of rock masses is significantly impacted by the existence of cracks. Distribution of the cracks may result in different mechanical or fracture behaviors of rock. To gain a preliminary understanding of such problems, a series of numerical tests of three-point bending (TPB) are designed and carried out with the consideration of single pre-notch and double pre-notches. The numerical method of grain-based model (GBM) approach is employed in this paper, with a validation implemented by comparing the results with previous experiments to demonstrate the reliability of this model. Afterward, a comprehensive investigation, including the mechanical behavior, strength characteristics, crack evolution and progressive failure mechanism of the above mentioned TPB tests are conducted. The conclusions are as follows: (1) During TPB tests, as the offset distance increases, the fracture mode of the single pre-notched specimens gradually transitions from Mode I to Mode II, with the peak fracture toughness occurring at a mixed Mode I-II fracture condition (2p/s = 0.4). Moreover, the failure angle, notch open degree and expansion area all tend to rise regardless of specimens of single or double pre-notches. (2) A thorough exploration of crack evolution shows that the specimens primarily fracture during the crack propagation and failure stages. Shear failure predominates among these stages, with microcracks mostly occurring inside the rock mineral grains. (3) When offset distance increases to a certain degree (2p/s = 0.8), the fracture of specimen ceases to be governed by the pre-notch; instead, it occurs directly from the middle of the beam specimen. This phenomenon can be attributed to the reduction of stress concentration at the notch tip, as inferred from analysis of the contact force chain. (4) In double pre-notched specimen, microcracks initiate at both pre-notches, but the final failure results from crack propagation at one notch tip. Compared to single prenotched specimen, the presence of double pre-notches exhibits superior fracture resistance performance.
引用
收藏
页数:21
相关论文
共 67 条
[51]  
[肖桃李 Xiao Taoli], 2015, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V34, P2455
[52]   Mixed mode fracture analysis of semi-circular bend (SCB) specimen: A numerical study based on extended finite element method [J].
Xie, Yousheng ;
Cao, Ping ;
Jin, Jin ;
Wang, Min .
COMPUTERS AND GEOTECHNICS, 2017, 82 :157-172
[53]   A Study on the Influence of the Conglomerate Mesostructure on Fracture Failure Behavior Based on Discrete Element Method [J].
Yan, Yu ;
Li, Shiyuan .
GEOFLUIDS, 2021, 2021
[54]   Experimental investigation of pre-flawed rocks under combined static-dynamic loading: Mechanical responses and fracturing characteristics [J].
Yan, Zelin ;
Dai, Feng ;
Liu, Yi ;
Li, Youzhen ;
You, Wei .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2021, 211
[55]   Investigation of the correlation between crack propagation process and the peak strength for the specimen containing a single pre-existing flaw made of rock-like material [J].
Yang, Hengtao ;
Lin, Hang ;
Wang, Yixian ;
Cao, Rihong ;
Li, Jiangteng ;
Zhao, Yanlin .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2021, 21 (02)
[56]   Modeling Rock Fracturing Processes Using the Phase Field Numerical Manifold Method [J].
Yang, Liang ;
Yang, Yongtao ;
Zhang, Ning ;
Wu, Wenan ;
Zheng, Hong .
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (08) :5735-5751
[57]   An Experimental and Numerical Study on Cracking Behavior of Brittle Sandstone Containing Two Non-coplanar Fissures Under Uniaxial Compression [J].
Yang, Sheng-Qi ;
Tian, Wen-Ling ;
Huang, Yan-Hua ;
Ranjith, P. G. ;
Ju, Yang .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (04) :1497-1515
[58]   Discrete element modeling on the crack evolution behavior of brittle sandstone containing three fissures under uniaxial compression [J].
Yang, Sheng-Qi ;
Huang, Yan-Hua ;
Ranjith, P. G. ;
Jiao, Yu-Yong ;
Ji, Jian .
ACTA MECHANICA SINICA, 2015, 31 (06) :871-889
[59]   Numerical simulation study on the thermal stress evolution and thermal cracking law of granite under heat conduction [J].
Yin, Tu -Bing ;
Zhuang, Deng-Deng ;
Li, Ming-Jian ;
Li, Xi-Bing .
COMPUTERS AND GEOTECHNICS, 2022, 148
[60]   Experimental and Numerical Study of the Influence of Prefabricated Crack Width on the Fracture Toughness of NSCB Specimens [J].
Zhang, Sheng ;
Wang, Longfei ;
Gao, Mingzhong .
ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (11) :5133-5154