<abstract xmlns="http://www.w3.org/1999/xhtml">In this paper the authors introduce their own selected experimental results in the field of the investigation of fatigue resistance of structural steels. The experiments were carried out on the nine structural steels including high strength steels, DOMEX 700MC, HARDOX 400, HARDOX 450, 100Cr6 (UTS from 446 MPa to 2462 MPa) at high-frequency cyclic loading (f = 20 kHz, T = 20 ± 5 °C, R = -1) in the region of number cycles ranged from N ≈ 2×106 to N ≈ 2×109 cycles of loading. The continuous decrease of fatigue strength in dependence on the number of loading cycles was observed with the average value of ratio σa2×109/σa2×106 = 0.69.</abstract>

In this paper the authors introduce their own selected experimental results in the field of the investigation of fatigue resistance of structural steels. The experiments were carried out on the nine structural steels including high strength steels, DOMEX 700MC, HARDOX 400, HARDOX 450, 100Cr6 (UTS from 446 MPa to 2462 MPa) at high-frequency cyclic loading (f = 20 kHz, T = 20 ± 5 °C, R = -1) in the region of number cycles ranged from N ≈ 2×106 to N ≈ 2×109 cycles of loading. The continuous decrease of fatigue strength in dependence on the number of loading cycles was observed with the average value of ratio σa2×109/σa2×106 = 0.69.

Safe choice of structural steels in a region of ultra-high number of load cycles

Faculty of Mechanical Engineering, Department of Materials Engineering

Production Engineering Archives

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Safe choice of structural steels in a region of ultra-high number of load cycles"}

In this paper the authors introduce their own selected experimental results in the field of the investigation of fatigue resistance of structural steels. The...

Safe choice of structural steels in a region of ultra-high number of load cycles

Publicado en línea: 07 oct 2019

Páginas: 25 - 28

Recibido: 09 may 2019

Aceptado: 05 sept 2019

DOI: https://doi.org/10.30657/pea.2019.24.06

Palabras clave
Structural steels, Fatigue resistance, Ultra high cycle fatigue

© 2019 František Nový et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Safe choice of structural steels in a region of ultra-high number of load cycles

Publicado en línea: 07 oct 2019

Páginas: 25 - 28

Recibido: 09 may 2019

Aceptado: 05 sept 2019

DOI: https://doi.org/10.30657/pea.2019.24.06

Palabras claveStructural steels, Fatigue resistance, Ultra high cycle fatigue

© 2019 František Nový et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Palabras clave
Structural steels, Fatigue resistance, Ultra high cycle fatigue