Effect of loading rate on fracture characteristics of rock

The three-point bending experiments were applied to investigating effects of loading rates on fracture toughness of Huanglong limestone. The fracture toughness of Huanglong limestone was measured over a wide range of loading rates from 9×10−4 to 1.537 MPa·m1/2/s. According to the approximate relationship between static and dynamic fracture toughness of Huanglong limestone, relationship between the growth velocity of crack and dynamic fracture toughness was obtained. The main conclusions are summarized as follows. (1) When the loading rate is higher than 0.027 MPa·m1/2/s, the fracture toughness of Huanglong limestone increases markedly with increasing loading rate. However, when loading rate is lower than 0.027 MPa·m1/2/s, fracture toughness slightly increases with an increase in loading rate. (2) It is found from experimental results that fracture toughness is linearly proportional to the logarithmic expression of loading rate. (3) For Huanglong limestone, when the growth velocity of crack is lower than 100 m/s, the energy release rate slightly decreases with increasing the growth velocity of crack. However, when the growth velocity of crack is higher than 1 000 m/s, the energy release rate dramatically decreases with an increase in the crack growth velocity.

[1]  John W. Hutchinson,et al.  Dynamic Fracture Mechanics , 1990 .

[2]  Hubert Maigre,et al.  An investigation of dynamic crack initiation in PMMA , 1996 .

[3]  B. Mohanty,et al.  Fracture Toughness Measurements and Acoustic Emission Activity in Brittle Rocks , 2006 .

[4]  B. Mohanty,et al.  Effects of microstructures on dynamic compression of Barre granite , 2008 .

[5]  Wada Hitoshi Determination of dynamic fracture toughness for PMMA , 1992 .

[6]  B. Mohanty,et al.  Fracture toughness anisotropy in granitic rocks , 2008 .

[7]  Finn Ouchterlony,et al.  Suggested methods for determining the fracture toughness of rock , 1988 .

[8]  Toshiro Kobayashi,et al.  Basic principle of dynamic fracture toughness evaluation by computer aided instrumented impact testing (CAI) system , 2013 .

[9]  R. J. Fowell,et al.  Suggested method for determining mode I fracture toughness using Cracked Chevron Notched Brazilian Disc (CCNBD) specimens , 1995 .

[10]  F. Ouchterlony On the background to the formulae and accuracy of rock fracture toughness measurements using ISRM standard core specimens , 1989 .

[11]  Xiaoping Zhou Analysis of the localization of deformation and the complete stress–strain relation for mesoscopic heterogeneous brittle rock under dynamic uniaxial tensile loading , 2004 .

[12]  Wang Qi-zhi,et al.  Experimental research on effect of loading rate for dynamic fracture toughness of rock , 2006 .

[13]  Ove Stephansson,et al.  Effect of loading rate on Mode I fracture toughness, roughness and micromechanics of sandstone , 2003 .

[14]  Haiqing Yang,et al.  Micromechanical modeling of dynamic compressive responses of mesoscopic heterogenous brittle rock , 2007 .

[15]  G. Ma,et al.  Dynamic failure analysis on granite under uniaxial impact compressive load , 2008 .