The influence of high R ratio on notched fatigue behaviour of 1045 steel with three different heat treatments

Three 1045 steels with hardness levels of R c=10, 37, and 50 were tested under cyclic axial load control conditions using mildly notched specimens, K t=1.65, at high R ratios of 0.8 and 0.9. The notched ultimate tensile strengths, S un, for the three steels were greater than the unnotched ultimate t...

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Veröffentlicht in:International journal of fatigue 2002-12, Vol.24 (12), p.1275-1284
Hauptverfasser: Vantiger, T.R., Stephens, R.I., Karadag, M.
Format: Artikel
Sprache:eng
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Zusammenfassung:Three 1045 steels with hardness levels of R c=10, 37, and 50 were tested under cyclic axial load control conditions using mildly notched specimens, K t=1.65, at high R ratios of 0.8 and 0.9. The notched ultimate tensile strengths, S un, for the three steels were greater than the unnotched ultimate tensile strengths, S u. This allowed values of nominal maximum stress, S max, and mean stress, S m, to exceed S u in most tests. Thus, fatigue limits based on S max were higher than S u in 5 of the 6 test conditions. S– N f curves were very flat in 5 of the 6 test conditions with appreciable scatter. With S max and S m> S u in most tests, usual S– N f fatigue life models involving S u could not be used. Replacing S u with S un, allowed calculations, but these were completely inaccurate. Local strain-life, ε– N f, models were also completely inaccurate for these high R ratios. R c=10 specimens failed by cyclic creep/ratcheting from internal microvoid coelescence and not from fatigue. R c=37 specimens failed by fatigue from surface thumbnail cracks, but were influenced by cyclic creep/ratcheting. R c=50 specimens failed by brittle fracture from minute surface fatigue cracking without cyclic creep/ratcheting. In design situations at long life, usual S– N f models with these materials and high R ratios would restrict S max to levels well below the experimental fatigue limits resulting in very conservative results.
ISSN:0142-1123
1879-3452
DOI:10.1016/S0142-1123(02)00036-1