Abstract
For a solid elastic-plastic sphere subjected to spherically symmetrical loading, uniform expressions for the displacement and the plastic strains are derived. Consideration of the plastic strain, together with the v. Mises yield criterion, leads to the different border radii separating the elastic, the primary plastic, the unloaded, and the secondary plastic region. Arbitrary nonlinear hardening can be taken into account with moderate numerical effort.
Sign-in/Register to access full text options 
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 callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
