Abstract
From a general point of view, the problem of the optimization with respect to bending plastic collapse is studied for mono and bidimensional structures, subjected to fixed or variable loads. The conditions of existence and uniqueness of the solutions and those for the dual problem formulation are found. The mathematical properties enable us to point out some physical aspects of the problem. Some remarks on the beam and plate cases follow. At last the possible numerical applications are mentioned, pointing out their formal aspects.
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.
