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Resonance and Resonance-Induced Degradation

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Reliability Physics and Engineering
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Abstract

The time-to-failure models (developed in Chap. 14) for periodic stresses assumed that the periodic stresses were not associated with any resonant frequencies for the component/system. However, nearly every component/system has certain natural (or resonant) frequencies that must be avoided. If the applied time-dependent stress ξ(t) is periodic, with a frequency close to a system’s natural frequency υ, then this condition is referred to as resonance. Resonance can produce unexpectedly large-amplitude oscillations. This is true for both mechanical systems and electrical systems. Because of resonance, what might have been thought initially to be a rather benign stress condition can actually be a severe stress condition.

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Notes

  1. 1.

    For many years, the Tacoma bridge failure was attributed simply to resonance due to pulsating wind conditions. More recently this has been questioned.

  2. 2.

    Refer to Resnick, Halliday, and Krane in Bibliography.

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McPherson, J.W. (2019). Resonance and Resonance-Induced Degradation. In: Reliability Physics and Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-93683-3_15

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  • DOI: https://doi.org/10.1007/978-3-319-93683-3_15

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-93682-6

  • Online ISBN: 978-3-319-93683-3

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