微结构周期梁晶格中裂纹尖端场的各向异性非局域性

IF 5.6 2区 工程技术 Q1 ENGINEERING, MECHANICAL
İrem Yağmuroğlu , Harm Askes
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引用次数: 0

摘要

以离散梁格为出发点,利用连续化和渐近级数等价导出连续介质模型。该模型包含位移的高阶空间梯度,因此属于所谓的广义连续体。此外,连续介质模型不仅在低阶项(即经典弹性项)上具有各向异性,在高阶项(即梯度富集项)上也具有各向异性。我们表明,由此产生的连续统模型可以解释为临界距离理论的特殊情况,而临界距离理论本身就是非局部弹性的特殊情况。为了便于简单的有限元实现,提出了两个较小的简化。以紧致拉伸试验为例,得到的模型可以避免尖锐裂纹尖端处应力场的奇异性。最后,与相关离散梁格的计算结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Anisotropic nonlocality for crack tip fields in microstructured periodic beam lattices
Taking a discrete beam lattice as a starting point, continuum models are derived using continualisation and asymptotic series equivalence. The models contain higher-order spatial gradients of the displacements and, therefore, belong to the class of so-called generalised continua. Furthermore, the continuum models are anisotropic, not only regarding the lower-order terms (i.e. the classical elasticity terms) but also the higher-order terms (i.e. the gradient-enrichment terms). We show that the resulting continuum models can be interpreted as particular cases of the Theory of Critical Distances, which itself is a special case of nonlocal elasticity. Two minor simplifications are suggested in order to facilitate straightforward finite element implementation. Taking the compact tension test as a numerical example, the resulting models are shown to avoid singularities in the stress fields around sharp crack tips. Finally, a comparison is carried out with the results of the associated discrete beam lattice.
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来源期刊
Theoretical and Applied Fracture Mechanics
Theoretical and Applied Fracture Mechanics 工程技术-工程:机械
CiteScore
8.40
自引率
18.90%
发文量
435
审稿时长
37 days
期刊介绍: Theoretical and Applied Fracture Mechanics'' aims & scopes have been re-designed to cover both the theoretical, applied, and numerical aspects associated with those cracking related phenomena taking place, at a micro-, meso-, and macroscopic level, in materials/components/structures of any kind. The journal aims to cover the cracking/mechanical behaviour of materials/components/structures in those situations involving both time-independent and time-dependent system of external forces/moments (such as, for instance, quasi-static, impulsive, impact, blasting, creep, contact, and fatigue loading). Since, under the above circumstances, the mechanical behaviour of cracked materials/components/structures is also affected by the environmental conditions, the journal would consider also those theoretical/experimental research works investigating the effect of external variables such as, for instance, the effect of corrosive environments as well as of high/low-temperature.
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