Abstract
The buckling of elastic-plastic cylindrical shells under combined axial load, lateral pressure and torsion is examined. The effects of inertial forces due to rotation are also investigated. Results for flow and deformation theories of plasticity are compared. Some simple expressions are given for the case of axisymmetric bifurcations.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Paper version not known
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Transactions of the Canadian Society for Mechanical Engineering
Paper Title
Journal
Date
