2019
DOI: 10.1016/j.msea.2019.01.049
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The formation of martensite during the propagation of fatigue cracks in pearlitic rail steel

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Cited by 28 publications
(7 citation statements)
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“…Fatigue behavior is an important mechanical property for many kinds of materials, especially in the automotive industry, and most of the fatigue fractures originate from internal or surface inclusions. Previous studies have proved that clusters of Al 2 O 3 particles cause poor fatigue properties in structural steel 26,27 , and oxide inclusions were most likely to cause fatigue fracture 28,29 . As fatigue life is an important mechanical performance index, the fatigue property of the five steel samples were investigated at 400 MPa stress amplitude.…”
Section: Discussionmentioning
confidence: 99%
“…Fatigue behavior is an important mechanical property for many kinds of materials, especially in the automotive industry, and most of the fatigue fractures originate from internal or surface inclusions. Previous studies have proved that clusters of Al 2 O 3 particles cause poor fatigue properties in structural steel 26,27 , and oxide inclusions were most likely to cause fatigue fracture 28,29 . As fatigue life is an important mechanical performance index, the fatigue property of the five steel samples were investigated at 400 MPa stress amplitude.…”
Section: Discussionmentioning
confidence: 99%
“…In the process of crack propagation, the blocky retained austenite can be easily transformed to brittle fresh martensite that could provide the crack propagation path. 5,32,33 In contrast, it has been considered that the filmy retained austenite (Figures 5 and 11A) has higher mechanical stability than the blocky ones. The stable filmy retained austenite can effectively relieve the local stress concentration of crack tip by TRIP effect as well as changes the FCP direction by BCP effect.…”
Section: Effect Of Microstructural Characteristics On the Fcp Ratementioning
confidence: 99%
“…The deterioration of rail track has already attracted attention, including wear, contact-impact, fatigue (often cited as RCF, i.e. rolling contact fatigue), corrosion, cracking and fracture (Hernandez et al 2007;Hernandez-Valle et al 2013;Liu et al 2019;Ren et al 2013;Safa et al 2015;Shariff et al 2013;Shurpali et al 2012;Yazici and Yilmaz 2018;Yu and Feng 2013;Zhao et al 2015). Among these research topics, wear, contact-impact, fatigue and corrosion are regarded as main factors initiating degradation of rail materials from the very beginning, while cracking and fracture can be regarded as the noticeable results of failure.…”
Section: Deterioration Of Rail Trackmentioning
confidence: 99%