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The buckling of single-walled carbon nanotubes upon bending: The higher order gradient continuum and mesh-free method

✍ Scribed by Yuzhou Sun; K.M. Liew


Book ID
104013583
Publisher
Elsevier Science
Year
2008
Tongue
English
Weight
890 KB
Volume
197
Category
Article
ISSN
0045-7825

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✦ Synopsis


The bending buckling of single-walled carbon nanotubes (SWCNTs) is studied in the theoretical scheme of the higher order gradient continuum. The deformation of the underlying lattice vectors is approximated with an extended Cauchy-Born rule in which the effect of the second order deformation gradient is considered, and the continuum constitutive responses are determined by minimizing the energy of the representative cell. A mesh-free method is developed to implement the numerical modeling of SWCNTs, and their bending buckling behavior is numerically simulated with the developed method. The results are compared with those obtained with a full atomistic simulation, and it is revealed that the developed mesh-free method can accurately exhibit the bending deformation of SWCNTs. Different types of carbon nanotubes (CNTs) are studied, and the buckling mechanism is investigated.


📜 SIMILAR VOLUMES


Buckling of single-walled carbon nanotub
✍ Cao, Guoxin; Chen, Xi 📂 Article 📅 2006 🏛 The American Physical Society 🌐 English ⚖ 574 KB

The bending buckling behaviors of single-walled carbon nanotubes ͑SWCNTs͒ are systematically investigated by using both molecular dynamics ͑MD͒ simulation and finite element method ͑FEM͒, to analyze the relationships between critical bending buckling curvature, critical buckling strain and nanotube

Application of the higher-order Cauchy–B
✍ Yuzhou Sun; K. M. Liew 📂 Article 📅 2008 🏛 John Wiley and Sons 🌐 English ⚖ 329 KB

## Abstract This paper investigates the application of a recently proposed higher‐order Cauchy–Born rule in the continuum simulation and multiscale analysis of carbon nanotubes (CNTs). A mesh‐free computational framework is developed to implement the numerical computation of the hyper‐elastic const