From diffuse to localised damage through elastic interaction

Local damage processes that have been reported for ductile and brittle macroscopic behaviours are shown here to provide a possible link between these two contrasting behaviours. Using a local progressive damage law within a linear tensorial elastic interaction model, we reproduce experimentally observed macroscopic non-linear behaviours that continuously range from ductility with diffuse damage to brittleness with localised damage. The model exhibits power law distributions of damage events in space and size domains. The diffuse-localised and induced ductile-brittle transition appear to be controlled by the internal friction angle which influences the local interaction geometry.

[1]  D. Lockner The role of acoustic emission in the study of rock fracture , 1993 .

[2]  D. Amitrano Emission acoustique des roches et endommagement: Approches expérimentale et numérique, Application a la sismicité minière , 1999 .

[3]  Keisuke Ito,et al.  Fractal structure of spatial distribution of microfracturing in rock , 1987 .

[4]  B. Velde,et al.  Fractal and length analysis of fractures during brittle to ductile changes , 1993 .

[5]  H. Herrmann,et al.  Statistical models for the fracture of disordered media. North‐Holland, 1990, 353 p., ISBN 0444 88551x (hardbound) US $ 92.25, 0444 885501 (paperback) US $ 41.00 , 1990 .

[6]  M. Darot,et al.  Ductile-brittle transition investigated by micro-indentation: results for quartz and olivine , 1985 .

[7]  J. Weiss,et al.  ACOUSTIC EMISSION IN SINGLE CRYSTALS OF ICE , 1997 .

[8]  P. Meredith,et al.  Microcrack formation and material softening in rock measured by monitoring acoustic emissions , 1993 .

[9]  Didier Sornette,et al.  Multifractal scaling properties of a growing fault population , 1995 .

[10]  Philip G. Meredith,et al.  A reinterpretation of the precursory seismic b-value anomaly from fracture mechanics , 1989 .

[11]  C. Tang,et al.  Numerical simulation of progressive rock failure and associated seismicity , 1997 .

[12]  C. Scholz The frequency-magnitude relation of microfracturing in rock and its relation to earthquakes , 1968 .

[13]  Philip G. Meredith,et al.  Microcracking during triaxial deformation of porous rocks monitored by changes in rock physical properties, I. Elastic-wave propagation measurements on dry rocks , 1995 .

[14]  J. Mori,et al.  Depth dependence of earthquake frequency‐magnitude distributions in California: Implications for rupture initiation , 1997 .

[15]  D. Lockner,et al.  Quasi-static fault growth and shear fracture energy in granite , 1991, Nature.

[16]  John M Kemeny,et al.  Effective moduli, non-linear deformation and strength of a cracked elastic solid , 1986 .

[17]  Alessandro Vespignani,et al.  Plasticity and avalanche behaviour in microfracturing phenomena , 1997, Nature.