Postbuckling of nanotube-reinforced composite cylindrical panels resting on elastic foundations subjected to lateral pressure in thermal environments. (1st September 2016)

• Record Type: Journal Article
• Authors: Shen, Hui-Shen
• Is Part Of: Engineering structures. Volume 122(2016:Sep. 01)
• Page Start: 174
• Page End: 183
• Publication Date: 2016-09-01
• Subjects: Nanocomposites -- Functionally graded materials -- Cylindrical panel -- Temperature-dependent properties -- Postbuckling -- Elastic foundation; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.05.004
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The initial deflection caused by lateral pressure is taken into account. The initial deflection caused by thermal bending stresses is taken into account. Temperature-dependent material properties are taken into account. Nonlinear prebuckling deformations of the panel are taken into account. The initial geometric imperfections of the panel are taken into account. Abstract: Modeling and analysis for the postbuckling of carbon nanotube-reinforced composite (CNTRC) cylindrical panels resting on elastic foundations subjected to lateral pressure in thermal environments are presented. Various profiles of single walled carbon nanotubes (SWCNTs) which are assumed to be uniformly distributed (UD) or functionally graded (FG) distribution along the thickness are taken into consideration. The temperature dependent material properties of FG-CNTRC panels are estimated through a micromechanical model. The formulations are developed based on a higher order shear deformation theory. To capture the large deflections, geometrical nonlinearity in von Kármán sense is taken into account. The panel-foundation interaction and thermal effects are also included. The initial deflections caused by lateral pressure and thermal bending stresses are both taken into account. The governing equations are first deduced to a boundary layer type that includes nonlinear prebuckling deformations and initial geometric imperfections of the panel. These equations are then solved by means of a singular perturbation technique along with a two-step perturbation approach. The influences of CNT volume fraction, temperature variation, panel geometric parameters as well as foundation stiffness on the postbuckling behavior of FG-CNTRC cylindrical panels are investigated.