| نویسندگان | علی قربانپور-رامین رحمانی اهرنجانی-علی عارف منش |
| نشریه | PHYSICA E |
| تاریخ انتشار | 2008-7-01 |
| نوع نشریه | الکترونیکی |
| نمایه نشریه | ISI ,SCOPUS |
چکیده مقاله
This paper studies the pure axially compressed buckling and combined loading effects of a cylindrical shell and an individual singlewalled
carbon nanotube (SWCNT). The results of finite element (FE) simulations of SWCNT using the ANSYS software are presented,
and are compared with the classical (local) and continuum (nonlocal) mechanical theories. Critical axial stress and deflections are
calculated for all the cases. Two types of buckling are considered in this study, namely, the shell buckling which depends on the radius-tothickness
ratio, and the column buckling which is controlled by the length-to-diameter ratio.