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• W2091552401 abstract "A numerical scheme is presented aimed at computing shakedown load safety factors in elastic-plastic structures discretized by finite elements. Its main features are the use of a local, a posteriori linearization of the yield surface, which allows the prescription of a maximum violation of the constitutive law, and the use of a physically oriented solution algorithm to the linear complementarity problem to which the shakedown analysis is reduced. There is no need to construct the envelope vector of the elastic stresses, at the basis of many mathematical programming approaches to this problem. The accuracy and computational effectiveness of the proposed technique are illustrated by means of benchmark examples studied in the literature." @default.
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• W2091552401 date "1982-09-01" @default.
• W2091552401 modified "2023-09-26" @default.
• W2091552401 title "Studies on plastic structures: stability, anisotropic hardening, cyclic loads" @default.
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• W2091552401 doi "https://doi.org/10.1016/0045-7825(82)90121-9" @default.
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