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.
For many years, the Tacoma bridge failure was attributed simply to resonance due to pulsating wind conditions. More recently this has been questioned.
- 2.
Refer to Resnick, Halliday, and Krane in Bibliography.
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Resnick, R., Halliday, D. and Krane, K., Physics, Vol.1, 4th Ed., John Wiley and Sons, 1992.
Riley, K., Hobson, M. and Bence, S., Mathematical Methods for Physics and Engineering, Cambridge University Press, 1998.
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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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