1993
DOI: 10.1111/j.1460-2695.1993.tb00129.x
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The Two Thresholds of Fatigue Behaviour

Abstract: Two limiting thresholds to fatigue crack propagation are discussed. The first threshold is related to the microstructural texture and this threshold may therefore be deemed a material-based threshold. The second threshold is mechanically-based, and is related only to the stress state at the tip of a substantial defect.The material-based threshold is characterized in terms of Microstructural Fracture Mechanics (MFM) and the mechanically-based threshold is characterized in terms of Linear Elastic Fracture Mechan… Show more

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Cited by 219 publications
(110 citation statements)
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“…Investigations from Miller [32,33] support this argumentation. He proposed that cracks are always present with every kind of inhomogeneity and the only determining factor for the fatigue resistance is the question whether they reach a critical length that gives them the possibility of further growing.…”
Section: Discussionsupporting
confidence: 59%
“…Investigations from Miller [32,33] support this argumentation. He proposed that cracks are always present with every kind of inhomogeneity and the only determining factor for the fatigue resistance is the question whether they reach a critical length that gives them the possibility of further growing.…”
Section: Discussionsupporting
confidence: 59%
“…A different two-threshold approach was discussed by Miller, who also acknowledged the importance of local conditions, in particular microstructure, in determining crack growth. [41]. He characterised fatigue behaviour in terms of a microstructural threshold which was important for short cracks, and a mechanical threshold which applied for long cracks.…”
mentioning
confidence: 99%
“…The above pictures show that, according to Tomkins [18] and Miller [45,46], also in the presence of very severe stress concentration phenomena, the formation of micro/meso crack goes through an initial Stage I process which is shear dominated, followed by a Stage II propagation that is Mode I governed. With respect to the particular material considered in Figure 8, it is worth observing here that, by testing U-notched flat specimens characterised by stress concentration factors (calculated with respect to the gross sectional area) ranging in the interval 3.8 to 25 [44], the experimental average value of the angle between Stage I planes and notch bisector was seen to be equal to approximately 25°, that is, lower than the value of 45° which would be calculated by determining, according to continuum mechanics, the orientation of the plane experiencing the maximum shear stress/strain amplitude in a homogenous and isotropic material.…”
Section: Point Methods and Structural Volumementioning
confidence: 99%