Scaling of energy dissipation in crushing and fragmentation: a fractal and statistical analysis based on particle size distribution

An extensive experimental investigation on concrete specimens under crushing and fragmentation over a large scale range (1:10) – exploring even very small specimen dimensions (1 cm) – was carried out to evaluate the influence of fragment size distribution on energy density dissipation and related size effect. To obtain a statistically significant fragment production as well as the total energy dissipated in a given specimen, the experimental procedure was unusually carried out up to a strain of approximately −95%, practically corresponding to the initial fragment compaction between the loading platens. The experimental fragment analysis suggests a fractal law for the distribution in particle size; this simply means that fragments derived from a given specimen appear geometrically self-similar at each observation scale. In addition, clear size effects on dissipated energy density are experimentally observed. Fractal concepts permit to quantify the correlation between fragment size distribution and size effect on dissipated energy density, the latter being governed by the total surface area of produced fragments. The experimental results agree with the proposed multi-scale interpretation satisfactorily.

[1]  R. F. Blanks,et al.  MASS CONCRETE TESTS IN LARGE CYLINDERS , 1935 .

[2]  Alberto Carpinteri,et al.  Scale effects in uniaxially compressed concrete specimens , 1999 .

[3]  Alberto Carpinteri,et al.  Size-scale and slenderness influence on the compressive strain-softening behaviour of concrete: experimental and numerical analysis , 2001 .

[4]  J. Balayssac,et al.  Strain-softening of concrete in uniaxial compression , 1997 .

[5]  J. Mier,et al.  Multiaxial strain-softening of concrete , 1986 .

[6]  H. F. Gonnerman Effect of Size and Shape of Test Specimen on Compressive Strength of Concrete , 1925 .

[7]  Alberto Carpinteri,et al.  A multifractal comminution approach for drilling scaling laws , 2003 .

[8]  Alberto Carpinteri,et al.  Boundary element method for the strain-softening response of quasi-brittle materials in compression , 2001 .

[9]  Andreas W. Momber,et al.  The fragmentation of standard concrete cylinders under compression: the role of secondary fracture debris , 2000 .

[10]  H. Nagahama,et al.  Fractal dimension and fracture of brittle rocks , 1993 .

[11]  Michael D. Kotsovos,et al.  Effect of testing techniques on the post-ultimate behaviour of concrete in compression , 1983 .

[12]  A. Carpinteri Scaling laws and renormalization groups for strength and toughness of disordered materials , 1994 .

[13]  H. Nagahama,et al.  Fractal fragment size distribution for brittle rocks , 1993 .

[14]  M.R.A. van Vliet,et al.  Experimental investigation of concrete fracture under uniaxial compression , 1996 .

[15]  Alberto Carpinteri,et al.  One-, two- and three-dimensional universal laws for fragmentation due to impact and explosion , 2002 .

[16]  Z. Jaeger,et al.  Internal damage in fragments , 1986 .

[17]  Jishan Xu,et al.  Size effect on the strength of a concrete member , 1990 .

[18]  Nicola Pugno,et al.  Fractal fragmentation theory for shape effects of quasi-brittle materials in compression , 2002 .

[19]  Alberto Carpinteri,et al.  Friction and specimen slenderness influences on dissipated energy density of quasi-brittle materials in compression: an explanation based on fractal fragmentation theory , 2001 .

[20]  Sidney Mindess,et al.  Size Effect in Compression of High Strength Fibre Reinforced Concrete Cylinders Subjected to Concentric and Eccentric Loads , 2005 .