The influence of the slenderness (shape effects) of a specimen in compression and of the friction between it and the loading platens on the dissipated energy density and on the compressive strength (strain-softening response) is theoretically and experimentally analysed. The energy dissipated during the process is assumed to be proportional to the area of the free surface of the fragments created under compression. A very general law, describing the energy dissipation in natural as well as in man-made fragmentation phenomena, is herein presented, obtaining, as particular cases, the classical comminution laws (Surface, Volume and Third Comminution theories). As a consequence, the dissipated energy density and the strength for a structural element under compression are obtained, by varying its slenderness under different boundary friction conditions. Finally, a comparison between experimental data and theoretical predictions on shape effects is presented. The influences of the specimen slenderness and friction on dissipated energy density and compressive strength are captured by the proposed model in a satisfactory way.
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December 2002
Research Article|
December 01 2002
Fractal fragmentation theory for shape effects of quasi-brittle materials in compression Available to Purchase
A. Carpinteri;
A. Carpinteri
Department of Structural Engineering and Geotechnics, Politecnico di Torino
Corso Duca degli Abruzzi 24, 10129 Torino, Italy
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N. Pugno
N. Pugno
Department of Structural Engineering and Geotechnics, Politecnico di Torino
Corso Duca degli Abruzzi 24, 10129 Torino, Italy
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Publisher: Emerald Publishing
Received:
June 25 2001
Revision Received:
January 25 2002
Accepted:
June 09 2002
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2002 Thomas Telford Ltd
2002
Magazine of Concrete Research (2002) 54 (6): 473–480.
Article history
Received:
June 25 2001
Revision Received:
January 25 2002
Accepted:
June 09 2002
Citation
Carpinteri A, Pugno N (2002), "Fractal fragmentation theory for shape effects of quasi-brittle materials in compression". Magazine of Concrete Research, Vol. 54 No. 6 pp. 473–480, doi: https://doi.org/10.1680/macr.2002.54.6.473
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