Abstract
This paper proposes a uniform formulation of limit, shakedown, post-yield, and inadaptation analyses of discrete plastic structures. Classical limit and shakedown problems are presented as linear programs, whereas the post-yield and inadaptation problems are sequences of linear programs. The formulation is based on the kinematic approach. Nonlinear geometric effects and nonlinear material hardening-softening are accounted for.
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© 1995 Springer Science+Business Media Dordrecht
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Siemaszko, A. (1995). Limit, Shakedown, Post-Yield, and Inadaptation Analyses of Discrete Plastic Structures. In: Mróz, Z., Weichert, D., Dorosz, S. (eds) Inelastic Behaviour of Structures under Variable Loads. Solid Mechanics and Its Applications, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-0271-1_15
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DOI: https://doi.org/10.1007/978-94-011-0271-1_15
Publisher Name: Springer, Dordrecht
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