Thermoelastoplastic deformation of complexly reinforced shells

The problem on the elastoplastic deformation of reinforced shells of variable thickness wider thermal and force loadings is formulated. A qualitative analysis of the problem is carried out and its linearization is indicated. Calculations of isotropic and metal composite cylindrical shells have shown that the load-carrying capacity of shell structures under elastoplastic deformations is several times (sometimes hi, an order of magnitude) higher than under purely, elastic ones: the heating of shells with certain patterns of reinforcement sharply reduces their resistance to elastic, deformations, but only slightly affects their resistance to elastoplastic ones; not always does the reinforcement in the directions of principal stresses and strains provide the greatest load-carrying capacity of a shell: there are reinforcement schemes that ensure practically the same resistance of shells at different types of their fastening.