Abstract
The problem for determining residual displacements prior to the moment of the failure of an elastic perfectly plastic structure is formulated as a mathematic programming problem. The compatibility equations of residual strains for shakedown structures are considered on the basis of the generalized Lagrange problem. These equations as well as the yield and additional orthogonality conditions are well known in the mathematical programming theory as Kuhn-Tucker conditions. The compatibility equations of strains facilitate the solution of the kinematic formulation of degenerate problems.
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.
