A nonlocal continuum mechanics-based asymptotic theory for the buckling analysis of SWCNTs embedded in an elastic medium subjected to combined hydrostatic pressure and axial compression. (September 2020)

• Record Type: Journal Article
• Authors: Wu, Chih-Ping; Chen, Yen-Jung
• Is Part Of: Mechanics of materials. Volume 148(2020)
• Publication Date: 2020-09
• Subjects: Asymptotic theory -- Buckling -- Carbon nanotubes -- Eringen's nonlocal constitutive relations -- Winkler's model -- The perturbation method; Strength of materials -- Periodicals; Mechanics, Applied -- Periodicals; Résistance des matériaux -- Périodiques; Mécanique appliquée -- Périodiques; Mechanics, Applied; Strength of materials; Periodicals; Electronic journals; 620.11
• DOI: 10.1016/j.mechmat.2020.103514
• Languages: English
• ISSNs: 0167-6636

Abstract

Highlights: A 3D asymptotic nonlocal elasticity theory for the buckling analysis of an embedded SWCNT under combined loads is developed. The interactions between the SWCNT and its surrounding medium are estimated using a Winkler-type model. Erigen's nonlocal constitutive relations are used to account for the small length scale effect in the formulation. Some specific buckling modes of simply-supported SWCNTs are examined, including beam-like and general shell-like modes. A parameter study related to effects of material and geometric parameters on the critical load parameters of SWCNTs is carried out. Abstract: Based on nonlocal continuum mechanics, the authors develop an asymptotic theory by which to examine the buckling behavior of simply supported, single-walled carbon nanotubes (SWCNTs) embedded in an elastic medium under combined hydrostatic pressure and axial compression using the perturbation method. In the formulation, the Eringen nonlocal constitutive relations are used to account for the small length scale effect; the interactions between the SWCNT and its surrounding medium are modelled as a Winkler foundation model, and the half-thickness- to- the mid-surface radius ratio is selected as the perturbation parameter. After performing some mathematical processes, including non-dimensionalization, asymptotic expansion, and successive integration, among others, the authors separate the three-dimensional (3D) nonlocal elasticity equations into recursive sets of governing equations (GEs) based on the Donnell-type nonlocal classical shell theory (CST) for various order problems. The Donnell-type nonlocal CST is derived as a first-order approximation of the 3D nonlocal elasticity problem, where the GEs for higher-order problems retain the same differential operators as those of the Donnell-type nonlocal CST although with different nonhomogeneous terms. The current asymptotic solutions for the critical load parameters of the embedded SWCNT are obtained in order to assess the accuracy of various nonlocal CSTs and nonlocal beam theories available in the literature.