Fracture Toughness Determination of Cracked Chevron Notched Brazilian Disc Rock Specimen via Griffith Energy Criterion Incorporating Realistic Fracture Profiles

被引:68
作者
Xu, Yuan [1 ]
Dai, Feng [1 ]
Zhao, Tao [1 ]
Xu, Nu-wen [1 ]
Liu, Yi [1 ]
机构
[1] Sichuan Univ, Coll Water Resources & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Cracked chevron notched Brazilian disc; Mode-I fracture toughness; Discrete element method; Fracture energy; Fracture profile; MODE-I; PARTICLE MODEL; BRITTLE ROCKS; SUGGESTED METHOD; CCNBD SPECIMENS;
D O I
10.1007/s00603-016-0978-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The cracked chevron notched Brazilian disc (CCNBD) specimen has been suggested by the International Society for Rock Mechanics to measure the mode I fracture toughness of rocks, and has been widely adopted in laboratory tests. Nevertheless, a certain discrepancy has been observed in results when compared with those derived from methods using straight through cracked specimens, which might be due to the fact that the fracture profiles of rock specimens cannot match the straight through crack front as assumed in the measuring principle. In this study, the progressive fracturing of the CCNBD specimen is numerically investigated using the discrete element method (DEM), aiming to evaluate the impact of the realistic cracking profiles on the mode I fracture toughness measurements. The obtained results validate the curved fracture fronts throughout the fracture process, as reported in the literature. The fracture toughness is subsequently determined via the proposed G-method originated from Griffith's energy theory, in which the evolution of the realistic fracture profile as well as the accumulated fracture energy is quantified by DEM simulation. A comparison between the numerical tests and the experimental results derived from both the CCNBD and the semi-circular bend (SCB) specimens verifies that the G-method incorporating realistic fracture profiles can contribute to narrowing down the gap between the fracture toughness values measured via the CCNBD and the SCB method.
引用
收藏
页码:3083 / 3093
页数:11
相关论文
共 35 条
[1]   A parallel implementation of the lattice solid model for the simulation of rock mechanics and earthquake dynamics [J].
Abe, S ;
Place, D ;
Mora, P .
PURE AND APPLIED GEOPHYSICS, 2004, 161 (11-12) :2265-2277
[2]  
Amenta N., 1998, Computer Graphics. Proceedings. SIGGRAPH 98 Conference Proceedings, P415, DOI 10.1145/280814.280947
[3]  
[Anonymous], 1920, The phenomena of Rupture and Flow in Solids
[4]  
[Anonymous], 1988, INT J ROCK MECH MIN
[5]   Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens [J].
Chang, SH ;
Lee, CI ;
Jeon, S .
ENGINEERING GEOLOGY, 2002, 66 (1-2) :79-97
[6]  
Chen J.F., 1990, P 1990 SEM SPRING C, P18
[7]   A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness [J].
Cui, Zhen-dong ;
Liu, Da-an ;
An, Guang-ming ;
Sun, Bo ;
Zhou, Miao ;
Cao, Fu-quan .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (05) :871-876
[8]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[9]   Numerical investigation of the progressive fracture mechanisms of four ISRM-suggested specimens for determining the mode I fracture toughness of rocks [J].
Dai, F. ;
Wei, M. D. ;
Xu, N. W. ;
Zhao, T. ;
Xu, Y. .
COMPUTERS AND GEOTECHNICS, 2015, 69 :424-441
[10]   Numerical Assessment of the Progressive Rock Fracture Mechanism of Cracked Chevron Notched Brazilian Disc Specimens [J].
Dai, F. ;
Wei, M. D. ;
Xu, N. W. ;
Ma, Y. ;
Yang, D. S. .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (02) :463-479