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

被引:28
作者
Carpinteri, A [1 ]
Pugno, N [1 ]
机构
[1] Politecn Torino, Dept Struct Engn & Geotech, I-10129 Turin, Italy
关键词
D O I
10.1680/macr.54.6.473.38820
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:473 / 480
页数:8
相关论文
共 31 条
[1]  
AHARONY A, 1986, ANN ISRAEL PHYS SOC, V8, P112
[2]  
BEKE DB, 1964, PRINCIPLES COMMINUTI, P90
[3]  
BOND FC, 1952, T AM I MIN MET ENG, V193, P484
[4]   SCALING LAWS AND RENORMALIZATION-GROUPS FOR STRENGTH AND TOUGHNESS OF DISORDERED MATERIALS [J].
CARPINTERI, A .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1994, 31 (03) :291-302
[5]   A fractal comminution approach to evaluate the drilling energy dissipation [J].
Carpinteri, A ;
Pugno, N .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (05) :499-513
[6]   Multifractal scaling laws in the breaking behaviour of disordered materials [J].
Carpinteri, A ;
Chiaia, B .
CHAOS SOLITONS & FRACTALS, 1997, 8 (02) :135-150
[7]   Scale effects in uniaxially compressed concrete specimens [J].
Carpinteri, A ;
Ferro, G ;
Monetto, I .
MAGAZINE OF CONCRETE RESEARCH, 1999, 51 (03) :217-225
[8]   Boundary element method for the strain-softening response of quasi-brittle materials in compression [J].
Carpinteri, A ;
Ciola, F ;
Pugno, N .
COMPUTERS & STRUCTURES, 2001, 79 (04) :389-401
[9]   Size-scale and slenderness influence on the compressive strain-softening behaviour of concrete [J].
Carpinteri, A ;
Ciola, F ;
Pugno, N ;
Ferrara, G ;
Gobbi, ME .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2001, 24 (07) :441-450
[10]  
CARPINTERI A, 2001, IN PRESS MULTIFRACTA