96
Views
13
CrossRef citations to date
0
Altmetric
Original Articles

Evaluation of the Structural Properties of Single-Walled Carbon Nanotubes Using a Dynamic Continuum Modeling Method

&
Pages 79-87 | Received 06 Mar 2007, Accepted 16 Jul 2007, Published online: 05 Feb 2008
 

Abstract

The structural properties of single-walled carbon nanotubes (SWCNTs) are evaluated by a new continuum modeling method, called the dynamic continuum modeling method (DCMM). In the DCMM, a repeating cell unit isolated from a SWCNT is represented as an equivalent continuum beam element by using the energy equivalence principle. The method may allow us to accomplish the static or dynamic analysis for SWCNTs without needing to assume their wall thickness. The structural rigidities of armchair SWCNTs evaluated by using the DCMM are within the range predicted by using the Young's moduli reported in existing references. It is also found that SWCNTs have quite high transverse shear rigidity, but with negligible coupling rigidities.

ACKNOWLEDGMENT

This work was supported by an Inha University Research Grant.

Notes

* Values predicted by assuming the effective wall thickness h is 0.34 nm.

* Values predicted by assuming the effective wall thickness h is 0.34 nm.

*Values predicted by assuming the effective wall thickness h is 0.34 nm.

* Values predicted by assuming the effective wall thickness h is 0.34 nm.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.