Abstract
This paper presents a methodology for calculating limit points on equilibrium curves for stability problems of stiffened plates with initial imperfections. The values of critical loads are obtained and their corresponding general and local forms of stability loss from linear and nonlinear solutions are shown. To determine the coordinates of limit points on spatial curves, the method of non-specific continuations proposed by G.A. Manujlov is used. The diagrams of equilibrium states of connected solutions with limit points are constructed. The numerical solution of the above problems showed a good enough agreement with the semianalytical solution for the case of wave formation in an edge.
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: STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS
Disclaimer: 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.
