Influence of the designer-assumed cyclic hardening parameters on the overstrength of austenitic stainless steel links
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference43 articles.
1. Extremely low cycle fatigue tests on structural carbon steel and stainless steel;Nip;J. Construct. Steel Res.,2010
2. Low cycle fatigue life prediction of 316 L ( N ) stainless steel based on cyclic elasto-plastic response;Chandra;Nucl. Eng. Des.,2012
3. Cyclic response and early damage evolution in multiaxial cyclic loading of 316L austenitic steel;Mazánová;Int. J. Fatigue,2017
4. Experimental study on stainless steel tubular members under cyclic loading;González-de león;Thin-Walled Struct.,2022
5. Hysteretic performance of stainless steel double extended end-plate beam-to-column joints subject to cyclic loading;Gao;Thin-Walled Struct.,2021
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