Effect of defects on the local shell buckling and post-buckling behavior of single and multi-walled carbon nanotubes

被引:50
作者
Eftekhari, Mehdi [1 ]
Mohammadi, Soheil [2 ]
Khoei, Amir Reza [3 ]
机构
[1] Islamic Azad Univ, Sci & Res Branch, Dept Civil Engn, Tehran, Iran
[2] Univ Tehran, Sch Civil Engn, High Performance Comp Lab, Tehran, Iran
[3] Sharif Univ Technol, Dept Civil Engn, Ctr Excellence Struct & Earthquake Engn, Tehran, Iran
基金
美国国家科学基金会;
关键词
Carbon nanotube; Molecular dynamics; Local buckling behavior; Stone-Wales defect; Vacancy defect; MOLECULAR-DYNAMICS; INTRAMOLECULAR JUNCTIONS; MECHANICAL-PROPERTIES; SIMULATIONS; TENSILE;
D O I
10.1016/j.commatsci.2013.07.034
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The local buckling behavior of perfect/defective and single/multi-walled carbon nanotubes (CNTs) under axial compressive forces has been investigated by the molecular dynamics approach. Effects of different types of defects including vacancy and Stone-Wales (SW) defects and their configurations on CNTs with different chiralities at room temperature are studied. Results show that defects largely reduce the buckling stress and the ratio of immediate reduction in buckling compressive stress of the defective CNT to the perfect one, but have little influence on their compressive elastic modulus. SW defects usually reduce the mechanical properties more than vacancy defects, and zigzag CNTs are more susceptible to defects than armchairs. In addition, increasing the number of defects leads to higher deterioration in mechanical properties of CNTs. The results of simulations show that in the case of slender single-walled CNTs, the behavior is primarily governed by the Euler buckling law. On the other hand, in the local shell buckling mode, two distinct behaviors are observed, including the primary local shell buckling mode for intermediate CNTs, and the secondary local shell buckling mode for short CNTs. In the local buckling response, CNTs with smaller diameters sustain higher buckling stresses than CNTs with larger diameters. (C) 2013 Elsevier B.V. All rights reserved.
引用
收藏
页码:736 / 744
页数:9
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