›› 2004, Vol. 25 ›› Issue (2): 233-237.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A new stress intensity factor formula of cracked chevron notched Brazilian disc (CCNBD) and its application to analyzing size effect

WU Li-zhou, JIA Xue-ming, WANG Qi-zhi   

  1. Dept. of Civil Eng. and Applied Mechanics, Sichuan University, Chengdu 610065, China
  • Received:2002-10-08 Online:2004-02-10 Published:2014-07-15

Abstract: International Society for Rock Mechanics (ISRM) proposed in 1995 a new type of rock fracture toughness specimen—cracked chevron notched Brazilian disc (CCNBD); however, the calibration of the dimensionless stress intensity factor (SIF), which is an important mechanical parameter for fracture toughness calculation, is still in question. In authors previous paper, the new and more accurate wide range calibration values, listed as tables, are obtained by using a new slice synthesis method combined with finite element method. In order to guarantee the consistency of the table with ISRM, linear regression is adopted to obtain the lists of calibration with exponent function. The results show that the error of the new formula, compared with the values of calibration, is very small; and that it allows application for a wide range of specimen dimensions and further theoretical analysis. Based on this new formula of dimensionless stress intensity factor, size effect law of rock fracture toughness test is further discussed. The result of analysis with application of the new formula is proved to be reliable.

Key words: rock fracture toughness, cracked chevron notched Brazilian disc(CCNBD), new formula of dimensionless stress intensity factor, size effect law

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHANG Sheng, WANG Long-fei, CHANG Xu, WANG Dong-kun, WANG Xiao-liang, QIAO Yang, . Experimental study of size effect of fracture toughness of limestone using the notched semi-circular bend samples [J]. Rock and Soil Mechanics, 2019, 40(5): 1740-1749.
[2] CUI Zhen-dong,LIU Da-an,AN Guang-ming,ZHOU Miao,LI Zhi-qing. Research for determining mode I rock fracture toughness KIC using cracked chevron notched brazilian disc specimen [J]. , 2010, 31(9): 2743-2748.
[3] ZHANG Sheng, WANG Qi-zhi. Determination of rock fracture toughness by split test using five types of disc specimens [J]. , 2009, 30(1): 12-18.
[4] DAI Feng,WANG Qi-zhi. Effects of finite notch width on stress intensity factor for CCNBD specimen [J]. , 2004, 25(3): 427-431.
[5] JIA Xue-ming, WANG Qi-zhi. Wide range calibration of the stress intensity factor for the fracture toughness specimen CCNBD [J]. , 2003, 24(6): 907-912.
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