2011
DOI: 10.1016/j.msea.2011.06.065
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Acoustic emission during fatigue crack propagation in a micro-alloyed steel and welds

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Cited by 75 publications
(47 citation statements)
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“…After the onset of macrostrain localization, macro fatigue crack initiates, which is accompanied by a sharp increase in the cumulative parameters. This trend is also consistent with other research [6] [7]. After macro fatigue crack initiation, the cumulative parameters show a stable variation between 18,700s to 19,300s.…”
Section: Ae Data Collection With Dicsupporting
confidence: 93%
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“…After the onset of macrostrain localization, macro fatigue crack initiates, which is accompanied by a sharp increase in the cumulative parameters. This trend is also consistent with other research [6] [7]. After macro fatigue crack initiation, the cumulative parameters show a stable variation between 18,700s to 19,300s.…”
Section: Ae Data Collection With Dicsupporting
confidence: 93%
“…Region G is accompanied by a significant rise in the cumulative parameters. The sharp increase in the cumulative parameters in region G form 25,000 to 27,000s is due to macro fatigue crack initiation as suggested in [6] [7] [25] and the stable increase in the cumulative parameter from 27,000 to 29,500s is associated with stable macro fatigue crack The similar increasing trend in all three parameters showed that cumulative entropy can also be used as fatigue damage evaluation parameter instead of cumulative count and cumulative energy.…”
Section: Ae Data Collection With %Elongation Of the Specimenmentioning
confidence: 60%
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“…Mechanisms include crack extension, 'fretting' or 'friction' of the crack surfaces, yielding ahead of the plastic zone, the fracturing of brittle inclusions, separation of ligaments by internal necking, and others. Because acoustic emission is an in-situ method of evaluation, a oneto-one correlation between received data and actual internal mechanisms is not available and Guidance and further discussion may be found in Ohira and Pao, 1986;Han et al, 2011;Huang, 1998, and Ono, 2005. Sison et al, 1996 includes a summary of the dozen earliest efforts to apply AE to steel bridges.…”
Section: Steel Structuresmentioning
confidence: 99%