一种新的模拟多裂纹纳米梁力学行为的分析方法

IF 4.7 2区 工程技术 Q1 MECHANICS
Daniela Scorza , Raimondo Luciano , Andrea Carpinteri , Sabrina Vantadori
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引用次数: 0

摘要

本文提出了一种新的非局部解析模型,用于模拟多裂纹纳米梁在弯曲作用下的力学行为。该模型结合了欧拉-伯努利梁理论框架下的应力驱动非局部模型,在n个裂纹位置将纳米梁划分为n + 1个梁段。这些部分由无质量弹性旋转弹簧连接,其刚度由格里菲斯能量准则和线弹性断裂力学确定。首先,研究了具有不同长度和相对距离的非对称双裂纹,并对其应力强度因子进行了有限元模拟计算。然后,根据文献中的实验数据,特别是由NiAl单晶组成的边缘裂纹微梁的弯曲数据,对所提出的模型进行了验证。最后,对不同裂纹长度和距离对微梁力学响应的影响进行了参数化研究。本研究工作的主要目的是为多裂纹纳米结构的设计和分析提供有价值的见解,有助于各种工程应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A novel analytical approach for simulating the mechanical behavior of multi-cracked nanobeams
This paper presents a novel nonlocal analytical model for simulating the mechanical behaviour of a nanobeam with multiple cracks under bending. The proposed model incorporates the Stress-Driven Nonlocal Model within the framework of the Euler-Bernoulli beam theory, dividing the nanobeam into n + 1 beam segments at each of the n crack locations. These segments are connected by massless elastic rotational springs, whose stiffness is determined using both the Griffith’s energy criterion and Linear Elastic Fracture Mechanics. Firstly, the study focuses on asymmetric double cracks, characterised by different lengths and relative distances, for which Stress Intensity Factors are computed using finite element simulations. Then, the proposed model is validated against experimental data from the literature, specifically data on edge-cracked microbeams composed of NiAl single crystals subjected to bending. Finally, a parametric study is conducted varying crack lengths and distances to evaluate their influence on the mechanical response of the microbeam. The main objective of this research work is to provide valuable insights for the design and analysis of nanoscale structures with multiple cracks, contributing to various engineering applications.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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