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 |
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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. |
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ISSN: | 0142-1123 1879-3452 |
DOI: | 10.1016/S0142-1123(02)00036-1 |