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Additional resources for Fatigue Failure and Fracture Mechanics
24 Fatigue Failure and Fracture Mechanics Model II (model byl J. Szala). Two-parametric fatigue characteristic in accordance with the model II presented in the form applied in calculations for the range -∞ < R ≤ 1,0 447,6 S N = 10 ⋅ 1 − m Sa 1395 8 , 53 6 (12) Model III (model by A. Lipski). Two-parametric fatigue characteristic form in accordance with the model III for the range -∞ < R ≤ 1,0 is defined by the following equation 447,6 S 2 1 − m N = 10 ⋅ S a 1395 8, 53 6 (13) Model IV (model by A.
1951).  Basquin OH. The Exponential Law of Endurance Tests. Am. Soc. Test. Mater. Proc. (1910), 10:625–30.  Schütz W. A history of fatigue. Engineering Fracture Mechanics (1996), 54:263–300.  Berger C, Pyttel B, Schwerdt D. Beyond HCF – Is there a fatigue limit? Materialwissenschaft Und Werkstofftechnik (2008), 39:769–76.  Gerber WZ. Bestimmung der zulässigen spannungen in eisen-constructionen (Calculation of the allowable stresses in iron structures). Z Bayer Archit. Ing-Ver (1874), 6:101–10.
Am. Soc. Test. Mater. Proc. (1910), 10:625–30.  Schütz W. A history of fatigue. Engineering Fracture Mechanics (1996), 54:263–300.  Berger C, Pyttel B, Schwerdt D. Beyond HCF – Is there a fatigue limit? Materialwissenschaft Und Werkstofftechnik (2008), 39:769–76.  Gerber WZ. Bestimmung der zulässigen spannungen in eisen-constructionen (Calculation of the allowable stresses in iron structures). Z Bayer Archit. Ing-Ver (1874), 6:101–10.  Goodman J. Mechanics applied to engineering. ; 1899.