Please use this identifier to cite or link to this item: https://doi.org/10.1142/S0219455407002460
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dc.titleBuckling and postbuckling analysis of multi-walled carbon nanotubes based on the continuum shell model
dc.contributor.authorHe, X.Q.
dc.contributor.authorQu, C.
dc.contributor.authorQin, Q.H.
dc.contributor.authorWang, C.M.
dc.date.accessioned2014-04-23T07:07:33Z
dc.date.available2014-04-23T07:07:33Z
dc.date.issued2007-12
dc.identifier.citationHe, X.Q., Qu, C., Qin, Q.H., Wang, C.M. (2007-12). Buckling and postbuckling analysis of multi-walled carbon nanotubes based on the continuum shell model. International Journal of Structural Stability and Dynamics 7 (4) : 629-645. ScholarBank@NUS Repository. https://doi.org/10.1142/S0219455407002460
dc.identifier.issn02194554
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/50674
dc.description.abstractBuckling and postbuckling behaviors of multi-walled carbon nanotubes (MWCNTs) under a compressive force are studied. MWCNTs are modeled by Donnell's shallow shell nonlinear theory with the allowance of van der Waals (vdW) interaction between the walls. It is shown herein that the buckling load decreases while the buckling strain increases as the innermost radius of MWCNT increases. For the postbuckling behavior, the shortening-load curves show an initial steep gradient that gradually level up when the radius of the innermost tube changes from a small value to a large value. However, the deflection-load curves are almost level for various radii of MWCNTs. In addition, the analytical results showed that the shortening-load curves are almost linear but the deflection-load curves are nonlinear and the stability of MWCNTs can be enhanced by adding tubes. © World Scientific Publishing Company.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1142/S0219455407002460
dc.sourceScopus
dc.subjectCarbon nanotubes
dc.subjectClassical thin shell theory
dc.subjectContinuum model
dc.subjectPostbuckling
dc.subjectVan der Waals force
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1142/S0219455407002460
dc.description.sourcetitleInternational Journal of Structural Stability and Dynamics
dc.description.volume7
dc.description.issue4
dc.description.page629-645
dc.identifier.isiut000253298500005
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