Search for: [Abstract = "Classical optimization problems of metal structures confined mainly with 1st class cross\-sections. But in practice it is common to use the cross\-sections of higher classes. In this paper, a new mathematical model for described shakedown optimization problem for metal structures, which elements are designed from 1st to 4th class cross\-sections, under variable quasi\-static loads is presented. The features of limited plastic redistribution of forces in the structure with thin\-walled elements there are taken into account."]

Number of results: 1