A study of the plastic buckling of axially compressed cylindrical shells with a thick-shell theory.
type: Item
instance of: scholarly article
title: A study of the plastic buckling of axially compressed cylindrical shells with a thick-shell theory.
zbMATH Open document ID: 1039.74017
DOI: 10.1016/S0020-7403(01)00039-X
author: G. Lu
author: Renjie Mao
published in: International Journal of Mechanical Sciences
publication date: 2001-01-01T00:00:00Z
review text: The buckling equations for plastic buckling of axially compressed cylindrical shells are derived with the principle of virtual work on the base of a transverse shear deformable displacement field. A thick shell theory is used for computation of critical load. In the numerical examples, the dependence of the buckling mode on the ratio of radius to thickness \(R/h\) and on the ratio of length to radius \(L/R\) is studied in detail. The results show that this dependence divides the \((R/h, L/r)\)-plane into simply connected regions each of which corresponds to a buckling mode.
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74K25
Mathematics Subject Classification ID: 74C05
Mathematics Subject Classification ID: 74S30
zbMATH DE Number: 1735382
zbMATH Keywords: principle of virtual work
zbMATH Keywords: transverse shear deformable displacement field
zbMATH Keywords: critical load
zbMATH Keywords: buckling mode
zbMATH Keywords: ratio of radius to thickness
zbMATH Keywords: ratio of length to radius
reviewed by: Boris V. Loginov
MaRDI profile type: Publication
description: scientific article; zbMATH DE number 1735382