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Reduction of the fatigue limit of deformed steel

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Soviet materials science : a transl. of Fiziko-khimicheskaya mekhanika materialov / Academy of Sciences of the Ukrainian SSR Aims and scope

Abstract

Causes of the reduction of the fatigue strength of structural steels fatigued in rotating bending after tensile deformation are analyzed. It is postulated that this effect is associated mainly with axial residual tensile stresses produced in the material as a result of bending, which accompanies tensile deformation.

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References

  1. M. M. Afanas'ev, Doslidi z Vibromitsnosti. Vid. AN URSR, K., Institut budivel'noi Mekhaniki, no. 19, 1936.

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  3. N. I. Chernyak, Mechanical Properties of Steel in the Small Plastic Strains Range [in Russian], Izd. AN USSSR, Kiev, 1962.

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Authors and Affiliations

  1. Kiev Mechanical Institute, AS UkrSSR, USSR

    G. T. Nazarenko

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  1. G. T. Nazarenko
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Editor's note: This article is published as a contribution to the discussion on this subject matter.

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Nazarenko, G.T. Reduction of the fatigue limit of deformed steel. Mater Sci 3, 155–158 (1967). https://doi.org/10.1007/BF00715098

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  • DOI: https://doi.org/10.1007/BF00715098

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