Austenitic Stainless Steel EBF Subjected to Low and Extremely Low Cycle Fatigue
نویسندگان
چکیده
Dissipative zones buildings, in which plastic hinges or strains occur during, for instance, seismic episodes, have been studied many different types of steel fuse elements. Stainless (SS), has attracted attention this regard due to its high ductility and further studies are needed determine performance usefulness as fuses. The use SS the construction industry represented an advance already known anticorrosive properties addition strength ductility. However, recent research on cyclic plasticity shows that significant hardening properties, can be exploited material structural elements support loads, such those occurring during earthquakes. models with some applications (fatigue, low-cycle fatigue extremely low cycle fatigue). Several carried out tests obtain experimental data, used numerical utilisation a combined model kinematic/isotropic hardening. These recommend simulate behaviour under load. This work presents study when subject fatigue. protocols companion, multiple step arbitrary were out. results inferred from program provide parameters one example dissipative eccentrically braced frames (EBFs).
منابع مشابه
Micromechanical Interactions in a Superduplex Stainless Steel Subjected to Low Cycle Fatigue Loading
The definitive version is available at www.blackwell-synergy.com: R. Lin Peng, G. Chai, N. Jia, Y. D. Wang and S. Johansson, Micromechanical Interactions in a Superduplex Stainless Steel Subjected to Low Cycle Fatigue Loading, 2008, Fatigue and Fracture of Engineering Materials and Structures, (31), 10, 892-901. http://dx.doi.org/10.1111/j.1460-2695.2008.01277.x. Copyright: Blackwell Publishing...
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ژورنال
عنوان ژورنال: ce/papers
سال: 2022
ISSN: ['2509-7075']
DOI: https://doi.org/10.1002/cepa.1808