2012
DOI: 10.1016/j.jsv.2012.06.022
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Uninterrupted and accelerated vibrational fatigue testing with simultaneous monitoring of the natural frequency and damping

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Cited by 63 publications
(48 citation statements)
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“…When the fatigue parameters are known one can predict the fatigue life of the structure exposed to a random-signal vibrational load using the power spectral density of the structure's stress response, [10] and [11]. Recently, several research studies have been done in the area of the vibrational fatigue under a random base-excitation.…”
Section: Introductionmentioning
confidence: 99%
“…When the fatigue parameters are known one can predict the fatigue life of the structure exposed to a random-signal vibrational load using the power spectral density of the structure's stress response, [10] and [11]. Recently, several research studies have been done in the area of the vibrational fatigue under a random base-excitation.…”
Section: Introductionmentioning
confidence: 99%
“…They were replicated as base excitation to induce on the specimen a certain fatigue damage. Due to both the signal and specimen characteristics, failure breakdown was not achievable (in a reasonable time) so that a "conventional Time-to-Failure", cTTF, was introduced considering the effect of accumulated fatigue damage to decrease the specimen natural frequency [6,7]. In particular, cTTF is here defined as the time necessary to decrease the specimen natural frequency from the value = 32.67 Hz to the final value = 31.04 Hz (5 % decrement).…”
Section: Test Proceduresmentioning
confidence: 99%
“…The parameters used are the S-N curve slope and its intercept at 1 cycle. The methodology for obtaining these parameters relatively quickly was proposed byČesnik et al [27,28]. The probability density function (PDF) of the stress peaks ( ) describes the statistical variability of the stress peaks and is often presented as the curve over the histogram of the event distribution.…”
Section: Calculation Of Vibration-fatigue Damagementioning
confidence: 99%