SAE Technical Paper Series 1979
DOI: 10.4271/790517
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Low Temperature Fatigue Behavior of Steels - A Review

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Cited by 19 publications
(14 citation statements)
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“…Above −20°C, the FCGR of the investigated material was insensitive to temperature. Similar results were also reported by Alvaro et al and Stephens et al, where the authors pointed out that this phenomenon was mainly related to the FDBT, which is specific to ferritic steels. According to Walters et al, the FDBT results from two competing effects of fatigue crack growth mechanism for ferritic steels.…”
Section: Resultssupporting
confidence: 90%
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“…Above −20°C, the FCGR of the investigated material was insensitive to temperature. Similar results were also reported by Alvaro et al and Stephens et al, where the authors pointed out that this phenomenon was mainly related to the FDBT, which is specific to ferritic steels. According to Walters et al, the FDBT results from two competing effects of fatigue crack growth mechanism for ferritic steels.…”
Section: Resultssupporting
confidence: 90%
“…However, the FCGR increased with decreasing temperature for the Paris regime, as shown in Figure 4. This was consistent with the results of Stephens et al 21…”
Section: Microstructure Characterizationsupporting
confidence: 94%
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“…In general, the fatigue crack propagation rate of ferritic steels, which have the stable body-centered-cubic lattice, decreases with the descent of temperatures until the ductile striation mode of fatigue crack propagation mechanism converts into cyclic cleavage, [13][14][15] which indicates the occurrence of fatigue ductile-to-brittle transition. Below the fatigue ductile-to-brittle transition temperature, fatigue crack propagation rate increases with the decreasing temperature.…”
Section: Introductionmentioning
confidence: 99%
“…Shank et al investigated many accidents and found that the change of steel's notch sensitivity was the main cause of accidents that occurred at extreme temperatures [13]. It was also found that with the gradual decrease of temperature, fractures in railway material will change from the ductile shear fracture mode to the brittle cleavage fracture mode, causing the decline of fracture toughness, impact energy, and plasticity [14][15][16][17][18]. Figure 1.…”
Section: Introductionmentioning
confidence: 99%