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SUMtvi.ARY. The paper is concerned with the complete constitutive rebtions of ela-otopbstic deformation process theory. Using this theory the stability beyond eh<>tic limits of thin-walled structures subjected to complex loading is analysed. The proposed method of loading parameter is a combination of numerical and analytical solutions. Calculations have been carried out for rectangular plates and cylindrical shells in order to compa.re thi.;; method and its results with other theoretical and experimental works.

The local theory of elastoplastic deformation processes and the stability beyond elastic limits of thin-walled structures subjected to complex loading