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A NOTE ON MODELLING SHORT FATIGUE CRACK BEHAVIOUR
Author(s) -
Angelova D,
Akid R
Publication year - 1998
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1046/j.1460-2695.1998.00063.x
Subject(s) - crack closure , crack growth resistance curve , materials science , paris' law , fracture mechanics , structural engineering , crack tip opening displacement , stress concentration , shear (geology) , ultimate tensile strength , mechanics , composite material , engineering , physics
Based upon experimental short fatigue crack growth data and adopting the Brown–Hobson model, new crack growth equations have been derived in an attempt to describe more precisely short fatigue crack growth behaviour that separates the physically small crack regime from the long crack regime. An empirical model for physically small crack growth was developed by employing elastic–plastic fracture mechanics parameters. By considering the proposed approach to short fatigue crack modelling, a new second ‘microstructural’ threshold condition has been established using only short fatigue crack growth data. In the case of fatigue in an aggressive environment it is suggested that three transition (threshold) conditions can be identified representing: (i) a stress‐assisted pitting/pit‐to‐crack transition; (ii) a microstructurally short shear crack/physically small tensile crack transition; and (iii) a physically small crack/long crack transition. A comparison of this approach with that of existing models has been made, and predictions of total fatigue lifetime using the model have been presented. A reasonable agreement has been observed between predicted and experimental crack growth rates.