A phase field formulation for hydrogen assisted cracking
By E. Mart'inez-Paneda, Alireza Golahmar, Christian F. Niordson. Computer Methods in Applied Mechanics and Engineering, 2018
444 citations recorded by the source corpus.
Abstract We present a phase field modeling framework for hydrogen assisted cracking. The model builds upon a coupled mechanical and hydrogen diffusion response, driven by chemical potential gradients, and a hydrogen-dependent fracture energy degradation law grounded on first principles calculations. The coupled problem is solved in an implicit time integration scheme, where displacements, phase field order parameter and hydrogen concentration are the primary variables. We show that phase field formulations for fracture are particularly suitable to capture material degradation due to hydrogen. Specifically, we model (i) unstable crack growth in the presence of hydrogen, (ii) failure stress sensitivity to hydrogen content in notched specimens, (iii) cracking thresholds under constant load, (iv) internal hydrogen assisted fracture in cracked specimens, and (v) complex crack paths arising from corrosion pits. Computations reveal a good agreement with experiments, highlighting the predictive capabilities of the present scheme. The work could have important implications for the prediction and prevention of catastrophic failures in corrosive environments. The finite element code developed can be downloaded from www.empaneda.com/codes .
Subfields: Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/07262942f7ea3b579168eb998895849585a6e021
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In Materials Chemistry
In Mechanics of Materials
- J. Réthoré
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- Gergely Molnar
- R. Seghir
- Stéphane P.A. Bordas
- Marc Duflot
- Carlos Armando Duarte
- Amir Reza Khoei
Citations in the corpus
- An open-source Abaqus implementation of the phase-field method to study the effect of plasticity on the instantaneous fracture toughness in dynamic crack propagation (2020, methodology): “Furthermore, hydrogen induced cracking [65] and a coupled cohesive zone model [35] was implemented in Abaqus using either UMATs or UELs.”