Fractal and multifractal approaches for the analysis of crack-size dependent scaling laws in fatigue

被引:31
|
作者
Paggi, Marco [1 ]
Carpinteri, Alberto [1 ]
机构
[1] Politecn Torino, Dept Struct Engn & Geotech, I-10129 Turin, Italy
关键词
DISORDERED MATERIALS; CONCRETE FRACTURE; DIMENSIONAL TRANSITION; RENORMALIZATION-GROUP; SELF-SIMILARITY; GROWTH; STRENGTH; SURFACES; ENERGY; MICROSTRUCTURE;
D O I
10.1016/j.chaos.2007.08.068
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The enhanced ability to detect and measure very short cracks, along with a great interest in applying fracture mechanics formulae to smaller and smaller crack sizes, has pointed out the so-called anomalous behavior of short cracks with respect to their longer counterparts. The crack-size dependencies of both the fatigue threshold and the Paris' constant C are only two notable examples of these anomalous scaling laws. In this framework, a unified theoretical model seems to be missing and the behavior of short cracks can still be considered as an open problem. In this paper, we propose a critical reexamination of the fractal models for the analysis of crack-size effects in fatigue. The limitations of each model are put into evidence and removed. At the end, a new generalized theory based on fractal geometry is proposed, which permits to consistently interpret the short crack-related anomalous scaling laws within a unified theoretical formulation. Finally, this approach is herein used to interpret relevant experimental data related to the crack-size dependence of the fatigue threshold in metals. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1136 / 1145
页数:10
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