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- W2024663166 abstract "Abstract The majority of the design rules for nuclear structures are based on an analysis in which the material is assumed fully elastic. Caution is generally applied in interpreting the results of this kind of analysis when the structure is subject to significant elastic follow-up phenomenon. In this paper the behaviour of two metallic structures made up of 316L stainless steel subjected to cyclic thermomechanical loading has been analysed in order to show more clearly the risk linked to the application of such an analysis. The geometry of the structures was chosen in order to have the same intensity of the maximum local stress in both structures by elastic analysis. It is shown analytically, experimentally and by numerical viscoplastic analyses that their limit states are not the same, which means the inadequacy of the elastic analysis for the considered type of structure." @default.
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- W2024663166 date "1998-03-01" @default.
- W2024663166 modified "2023-09-27" @default.
- W2024663166 title "Metallic structures subjected to cyclic loadings: I. Inadequacy of the elastic analysis for the steady state assessment" @default.
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- W2024663166 doi "https://doi.org/10.1016/s0308-0161(97)00115-4" @default.
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