Material behaviour of austenitic stainless steel subjected to cyclic and arbitrary loading
Visualitza/Obre
Cita com:
hdl:2117/363973
Tipus de documentArticle
Data publicació2022-02
Condicions d'accésAccés obert
Llevat que s'hi indiqui el contrari, els
continguts d'aquesta obra estan subjectes a la llicència de Creative Commons
:
Reconeixement-NoComercial-SenseObraDerivada 4.0 Internacional
Abstract
In this paper, an experimental program on cyclic loading of austenitic stainless steel specimens is presented. The program encompasses a series of forty specimens subjected both cyclic (low and extremely low) and arbitrary loading (following certain rules). These protocols include companion, multiple-step and a set of arbitrary earthquake-like strain history, which represents a novelty in the material understanding. Stainless steel exhibits strain hardening as a key feature for structural applications. This feature is fundamental in the definition of cross-sectional resistance, cross-section classification, ductility and energy dissipation. In recent years, the strategic use of stainless steel as a potential structural material in dissipative zones of earthquake-resistant elements is under consideration. When it comes to seismic design, strain-hardening must be known precisely for further characterization of the seismic structural behaviour of the actual system in which stainless steel is used strategically. The use of stainless steel in dissipative zones of earthquake-resistant structures requires research related to cyclic loading at many levels. Thus, its potential use in seismic areas, as well as the performance of existing structures, can be considered. A systematic analysis of the results, which include cyclic hardening, stabilisation and material degradation, is presented. In addition, these results are used for the further numerical implementation of cyclic hardening in non-linear models.
CitacióLázaro, L.; Chacon, R. Material behaviour of austenitic stainless steel subjected to cyclic and arbitrary loading. "Journal of constructional steel research", Febrer 2022, vol. 189, p. 107113:1-107113:15.
ISSN0143-974X
Versió de l'editorhttps://www.sciencedirect.com/science/article/abs/pii/S0143974X21005964
Fitxers | Descripció | Mida | Format | Visualitza |
---|---|---|---|---|
32517255.pdf | 1,791Mb | Visualitza/Obre |