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Fatigue strength of tubular structural elements under bending oscillations. Report 2. Fatigue strength of tubular structural members under programmed loading

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Abstract

Programs are presented for block loading with determined and random alternation of stress amplitude simulating the service loading spectrum. The results of fatigue tests of straight and bent tubular structural members are presented. It is concluded that low fatigue strength of bent tubular structural members is caused by the unfavorable technological effects of bending these pipes and by warping of the cross section during testing.

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Authors and Affiliations

  1. Institute of Problems of Strength, Academy of Sciences of the Ukraine, Kiev

    O. N. Gerasimchuk, S. S. Gorodetskii, B. A. Gryaznov & Yu. S. Nalimov

Authors
  1. O. N. Gerasimchuk
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  2. S. S. Gorodetskii
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  3. B. A. Gryaznov
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  4. Yu. S. Nalimov
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Additional information

Translated from Problemy Prochnosti, No. 4, pp. 89–93, April, 1994.

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Gerasimchuk, O.N., Gorodetskii, S.S., Gryaznov, B.A. et al. Fatigue strength of tubular structural elements under bending oscillations. Report 2. Fatigue strength of tubular structural members under programmed loading. Strength Mater 26, 315–319 (1994). https://doi.org/10.1007/BF02207413

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  • DOI: https://doi.org/10.1007/BF02207413

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