Abstract
We study the stress-strain state and the process of stability loss for a multi-element rod structure supported by pillars, whose subsidence is prescribed. A numerical model is developed to reveal structure elements with lost stability. The calculated results corresponding to the stability loss process are compared with the data on stability loss obtained by engineering methods. Critical impacts that cause complete and local stability loss in the structure are determined.
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.
