Fractal fragmentation theory for shape effects of quasi-brittle materials in compression

Size effects on dissipated energy density and strength for quasi-brittle materials in compression are analysed theoretically and experimentally herein. By using a fractal fragmentation approach the dissipated energy density of a structural element under compression is deduced. In addition, the dissipated energy density and the strength for geometrically similar structural elements under compression, by varying their size, are obtained. Finally, a comparison between theoretical predictions and experimental results is presented for plane as well as fibre-reinforced concrete. The size effects on dissipated energy density and compressive strength are captured by the proposed model in a satisfactory way.

[1]  Charles G. Sammis,et al.  Fractal Fragmentation and Frictional Stability in Granular Materials , 1997 .

[2]  Alberto Carpinteri,et al.  Mechanical damage and crack growth in concrete , 1986 .

[3]  E. Perfect,et al.  Fractal models for the fragmentation of rocks and soils: a review , 1997 .

[4]  Alberto Carpinteri,et al.  A fractal comminution approach to evaluate the drilling energy dissipation , 2002 .

[5]  Donald L. Turcotte,et al.  Fractals and fragmentation , 1986 .

[6]  Benoit B. Mandelbrot,et al.  Fractal Geometry of Nature , 1984 .

[7]  F. C. Bond The Third Theory of Comminution , 1952 .

[8]  A. A. Griffith The Phenomena of Rupture and Flow in Solids , 1921 .

[9]  V. V. Novozhilov,et al.  On a necessary and sufficient criterion for brittle strength: PMM vol. 33, n≗2, 1969, pp. 212–222 , 1969 .

[10]  P. Stroeven,et al.  Fractals and Fractography in Concrete Technolgy , 1991 .

[11]  Alberto Carpinteri,et al.  Multifractal scaling laws in the breaking behaviour of disordered materials , 1997 .

[12]  Alberto Carpinteri,et al.  Damage accumulation and crack growth in bilinear materials with softening: application of strain energy density theory , 1984 .

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

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

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

[16]  Nicolas Rivier,et al.  Size‐distribution in sudden breakage by the use of entropy maximization , 1988 .

[17]  K. Kendall The impossibility of comminuting small particles by compression , 1978, Nature.

[18]  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 .

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

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

[21]  B. Mandelbrot Fractal Geometry of Nature , 1984 .

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

[23]  M. T. Hanson,et al.  A rational source of plane fractals and its application to fragmentation analysis of thin plates , 1996 .

[24]  M.Criswell,et al.  SP-216: Innovations in Fiber-Reinforced Concrete for Value , 2003 .

[25]  Béla Beke Principles of comminution , 1964 .

[26]  D. Turcotte Fractals in geology and geophysics , 2009, Encyclopedia of Complexity and Systems Science.

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