A general phase-field model for fatigue failure in brittle and ductile solids

authored by
Karlo Seleš, Fadi Aldakheel, Zdenko Tonković, Jurica Sorić, Peter Wriggers
Abstract

In this work, the phase-field approach to fracture is extended to model fatigue failure in high- and low-cycle regime. The fracture energy degradation due to the repeated externally applied loads is introduced as a function of a local energy accumulation variable, which takes the structural loading history into account. To this end, a novel definition of the energy accumulation variable is proposed, allowing the fracture analysis at monotonic loading without the interference of the fatigue extension, thus making the framework generalised. Moreover, this definition includes the mean load influence of implicitly. The elastoplastic material model with the combined nonlinear isotropic and nonlinear kinematic hardening is introduced to account for cyclic plasticity. The ability of the proposed phenomenological approach to naturally recover main features of fatigue, including Paris law and Wöhler curve under different load ratios is presented through numerical examples and compared with experimental data from the author’s previous work. Physical interpretation of additional fatigue material parameter is explored through the parametric study.

Organisation(s)
Institute of Continuum Mechanics
External Organisation(s)
University of Zagreb
Type
Article
Journal
Computational Mechanics
Volume
67
Pages
1431-1452
No. of pages
22
ISSN
0178-7675
Publication date
05.2021
Publication status
Published
Peer reviewed
Yes
ASJC Scopus subject areas
Computational Mechanics, Ocean Engineering, Mechanical Engineering, Computational Theory and Mathematics, Computational Mathematics, Applied Mathematics
Electronic version(s)
https://doi.org/10.1007/s00466-021-01996-5 (Access: Open)
 

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