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A cohesive zone framework for environmentally assisted fatigue

Abstract:
We present a compelling finite element framework to model hydrogen assisted fatigue by means of a hydrogen- and cycle-dependent cohesive zone formulation. The model builds upon: (i) appropriate environmental boundary conditions, (ii) a coupled mechanical and hydrogen diffusion response, driven by chemical potential gradients, (iii) a mechanical behavior characterized by finite deformation J2 plasticity, (iv) a phenomenological trapping model, (v) an irreversible cohesive zone formulation for fatigue, grounded on continuum damage mechanics, and (vi) a traction-separation law dependent on hydrogen coverage calculated from first principles. The computations show that the present scheme appropriately captures the main experimental trends; namely, the sensitivity of fatigue crack growth rates to the loading frequency and the environment. The role of yield strength, work hardening, and constraint conditions in enhancing crack growth rates as a function of the frequency is thoroughly investigated. The results reveal the need to incorporate additional sources of stress elevation, such as gradient-enhanced dislocation hardening, to attain a quantitative agreement with the experiments.
Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1016/j.engfracmech.2017.05.021

Authors


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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Role:
Author


Publisher:
Elsevier
Journal:
Engineering Fracture Mechanics More from this journal
Volume:
185
Pages:
210-226
Publication date:
2017-05-27
Acceptance date:
2017-05-16
DOI:
EISSN:
1873-7315
ISSN:
0013-7944


Language:
English
Keywords:
Pubs id:
1608448
Local pid:
pubs:1608448
Deposit date:
2024-02-28

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