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Free Vibration Analysis of Carbon Nanotubes by Using Finite Element Method

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Date

2016

Journal Title

Journal ISSN

Volume Title

Publisher

Springer

Open Access Color

Green Open Access

No

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Publicly Funded

No
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Top 10%
Influence
Average
Popularity
Top 10%

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Abstract

In the present study, an efficient and accurate finite element model for vibration analysis of carbon nanotubes (CNTs) with both Euler-Bernoulli and Timoshenko beam theory has been presented. For this purpose, an analytical solution for the exact dynamic shape functions of CNTs based on both Euler-Bernoulli and Timoshenko beam theories has been derived. The solution is general and is not restricted to a particular range of magnitudes of the nonlocal parameters. The exact dynamic shape functions have been utilized to derive analytic expressions for the coefficients of the exact dynamic (frequency-dependent) element stiffness matrix. Numerical results are presented to figure out the effects of nonlocal parameter, mode number and slenderness ratio on the vibration characteristics of CNTs. It is shown that these results are in good agreement with those reported in the literature. Present element formulation will be useful for structural analyses of nanostructures with complex geometries, loadings, material properties and boundary conditions.

Description

Keywords

Carbon Nanotubes, Nonlocal Elasticity, Finite Element Method, Exact Dynamic Shape Functions, Exact Dynamic Stiffness Matrix

Fields of Science

0103 physical sciences, 02 engineering and technology, 0210 nano-technology, 01 natural sciences

Citation

Dinckal, C., "Free Vibration Analysis of Carbon Nanotubes by Using Finite Element Method", Iranian Journal of Science and Technology-Transactions of Mechanical Engineering, Vol. 40, No. 1, pp. 43-55, (2016).

WoS Q

Q3

Scopus Q

Q2
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OpenCitations Citation Count
13

Source

Iranian Journal of Science and Technology, Transactions of Mechanical Engineering

Volume

40

Issue

1

Start Page

43

End Page

55
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CrossRef : 8

Scopus : 14

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Mendeley Readers : 7

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