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Mechanical and Dissipative Parameters in Fatigue of Steels
Politecnico di Torino, DiMeAS
Structural Durability & Health Monitoring 2012, 8(1), 45-60. https://doi.org/10.3970/sdhm.2012.008.045
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In this paper the effect of high cycle fatigue damaging on a commercial steel is investigated by means of experimental measurement of mechanical and dissipative parameters variation during fatigue testing. Experimental procedures for HCF damage incrementing on specimens and for parameter measurement have been defined. A statistical analysis of the significance of the results have been applied to select the parameters which best represent the damage progression on the specimen.Keywords
HCF, fatigue damage.
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APA Style
Curà, F., Gallinatti, A., Sesana, R. (2012). Mechanical and Dissipative Parameters in Fatigue of Steels. Structural Durability & Health Monitoring, 8(1), 45–60. https://doi.org/10.3970/sdhm.2012.008.045
Vancouver Style
Curà F, Gallinatti A, Sesana R. Mechanical and Dissipative Parameters in Fatigue of Steels. Structural Durability Health Monit. 2012;8(1):45–60. https://doi.org/10.3970/sdhm.2012.008.045
IEEE Style
F. Curà, A. Gallinatti, and R. Sesana, “Mechanical and Dissipative Parameters in Fatigue of Steels,” Structural Durability Health Monit., vol. 8, no. 1, pp. 45–60, 2012. https://doi.org/10.3970/sdhm.2012.008.045
Copyright © 2012 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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