Issue 48

J. F. Barbosa et alii, Frattura ed Integrità Strutturale, 48 (2019) 400-410; DOI: 10.3221/IGF-ESIS.48.38 410 [17] Freire Júnior, R.C.S., Belísio, A.S. (2014). Probabilistic S-N curves using exponential and power laws equations, Compos. Part B Eng., 56, pp. 582–90, DOI: 10.1016/j.compositesb.2013.08.036. [18] Correia, J.A.F.O., Raposo, P., Muniz-Calvente, M., Blasón, S., Lesiuk, G., De Jesus, A.M.P., Moreira, P.M.G.P., Calçada, R.A.B., Canteli, A.F. (2017). A generalization of the fatigue Kohout-Věchet model for several fatigue damage parameters, Eng. Fract. Mech., 185, pp. 284–300, DOI: 10.1016/j.engfracmech.2017.06.009. [19] Taras, A., Greine, R. (2010). Development and application of a fatigue class catalogue for riveted bridge components, Struct. Eng. Int. J. Int. Assoc. Bridg. Struct. Eng., DOI: 10.2749/101686610791555810. [20] John Goodman. (1919). Mechanics Applied to Engineering, Longmans, Green, and co. [21] Soderberg, C.R. (1930). Factor of Safety and Working Stress, Trans. Am. Soc. Test Matls, 52, pp. 146. [22] Society of Automotive Engineers (1997). SAE Fatigue design handbook: AE-22.

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