An experimental and theoretical comparison of CCNBD and CCNSCB specimens for determining mode I fracture toughness of rocks

被引:53
|
作者
Wei, M. -D. [1 ]
Dai, F. [1 ]
Liu, Y. [1 ]
Xu, N. -W. [1 ]
Zhao, T. [1 ]
机构
[1] Sichuan Univ, Coll Water Resource & 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
Brazilian disc; chevron notch; fracture process zone; fracture toughness; semicircular bend; BRAZILIAN DISC SPECIMEN; STRAIN-ENERGY DENSITY; SEMICIRCULAR BEND SPECIMENS; STRESS INTENSITY FACTORS; V-NOTCHED COMPONENTS; BRITTLE-FRACTURE; SUGGESTED METHOD; CHEVRON; SIZE; GEOMETRY;
D O I
10.1111/ffe.12747
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The cracked chevron notched Brazilian disc (CCNBD) specimen, suggested by the International Society for Rock Mechanics for testing mode I fracture toughness of rocks, usually yields rather conservative toughness measurements, and the reasons have not been fully explored. In this study, the CCNBD method is compared with the cracked chevron notched semicircular bending (CCNSCB) method in the fracture process zone (FPZ) and its influence on the fracture toughness measurement. Theoretical analysis reveals that the FPZ is longer in the CCNBD specimen than in the CCNSCB specimen using a relatively large support span, the toughness measurement using the former is affected more seriously by the presence of FPZ, and thus the CCNBD method is usually, more or less, conservative compared with the CCNSCB method. These inferences are further validated by experimental results, which indicate that the CCNBD test indeed produces much lower fracture toughness values and even the results of 75-mm radius CCNBD specimens are still lower than those of 25-mm radius CCNSCB specimens. Consequently, due to smaller FPZ, the CCNSCB specimen with a relatively large span is more likely to produce comparably accurate or representative toughness value, and it may be more suitable than the CCNBD specimen for the engineering applications that require more representative or less conservative fracture toughness.
引用
收藏
页码:1002 / 1018
页数:17
相关论文
共 50 条
  • [11] Fracture prediction of rocks under mode I and mode II loading using the generalized maximum tangential strain criterion
    Wei, Ming-Dong
    Dai, Feng
    Xu, Nu-Wen
    Liu, Yi
    Zhao, Tao
    ENGINEERING FRACTURE MECHANICS, 2017, 186 : 21 - 38
  • [12] Determination of mode I fracture toughness of rocks with field fitting and J-integral methods
    Miao, Shuting
    Pan, Peng-Zhi
    Hou, Wenbo
    Li, Mei
    Wu, Zhenhua
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 118
  • [13] Measuring fracture toughness of crystalline marbles under modes I and II and mixed mode I-II loading conditions using CCNBD and HCCD specimens
    Amrollahi, H.
    Baghbanan, A.
    Hashemolhosseini, H.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2011, 48 (07) : 1123 - 1134
  • [14] Theoretical and experimental investigations on the mode II fracture toughness of brittle materials
    Sistaninia, Masoud
    Sistaninia, Mahjoubeh
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2015, 98 : 1 - 13
  • [15] On the directional dependency of Mode I fracture toughness in anisotropic rocks
    Nejati, Morteza
    Aminzadeh, Ali
    Driesner, Thomas
    Saar, Martin O.
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2020, 107 (107)
  • [16] On Brazilian disk test for mixed-mode I/II fracture toughness experiments of anisotropic rocks
    Aminzadeh, Ali
    Fahimifar, Ahmad
    Nejati, Morteza
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2019, 102 : 222 - 238
  • [17] Stress intensity factors and fracture process zones of ISRM-suggested chevron notched specimens for mode I fracture toughness testing of rocks
    Wei, Ming-Dong
    Dai, Feng
    Xu, Nu-Wen
    Zhao, Tao
    ENGINEERING FRACTURE MECHANICS, 2016, 168 : 174 - 189
  • [18] Correlating the Mechanical and Physical Properties with Mode-I Fracture Toughness of Rocks
    Roy, Debanjan Guha
    Singh, T. N.
    Kodikara, J.
    Talukdar, Mayukh
    ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (07) : 1941 - 1946
  • [19] Experimental Study of Cracking Characteristics of Kowloon Granite Based on Three Mode I Fracture Toughness Methods
    Wong, Louis Ngai Yuen
    Guo, Tian Yang
    Lam, Wing Ki
    Ng, Jay Yu Hin
    ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (11) : 4217 - 4235
  • [20] Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates
    Song, Yao
    Yue, Zhongwen
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 141