Understanding cracked materials: is Linear Elastic Fracture Mechanics obsolete?

被引:37
作者
Askes, H. [1 ]
Susmel, L. [1 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S10 2TN, S Yorkshire, England
关键词
gradient elasticity; grain size; length scale; NONLOCAL CONSTITUTIVE EQUATION; GRADIENT ELASTICITY; FATIGUE LIMIT; SMALL FLAWS; MODE-III; SIZE; PROPAGATION; COMPOSITES;
D O I
10.1111/ffe.12183
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Linear elastic fracture mechanics has enabled the research community to solve a wide variety of problems of practical and scientific interest; however, it has historically suffered from two main shortcomings. Firstly, it predicts physically unrealistic singular stresses and strains at crack tips. Secondly, microstructural effects are lacking, so that a major source of size-dependent behaviour is not captured. Gradient-enriched elasticity overcomes both these shortcomings: singularities are avoided, so that crack-tip stresses can be used to assess integrity, and the inclusion of microstructural terms implies that size effects can be captured. In this investigation, it is shown that gradient-enriched crack tip stresses can directly be used to model the transition from the short to the long crack regime. The accuracy of this approach was validated by a wide range of experimental results taken from the literature and generated under both static and high-cycle fatigue loading. This high level of accuracy was achieved without having to resort to phenomenological model parameters: the extra constitutive coefficient was simply the (average) grain size of the material.
引用
收藏
页码:154 / 160
页数:7
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