A multi-physics dual-phase field model for chloride-induced localized corrosion process and cracking in reinforced concrete
From MaRDI portal
Publication:6669067
DOI10.1016/J.CMA.2024.117578MaRDI QIDQ6669067
Jiang-Rui Qiu, Decheng Feng, Gang Wu
Publication date: 22 January 2025
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
multi-physicsconcrete crackingchloride ingressdual-phase field modelingelectro-chemo-mechanical corrosion
Cites Work
- A phase field model for rate-independent crack propagation: robust algorithmic implementation based on operator splits
- A continuum method for modeling surface tension
- Numerical analysis of blood flow in the heart
- A level set method for structural topology optimization.
- A level set formulation of Eulerian interface capturing methods for incompressible fluid flows
- Robust numerical implementation of non-standard phase-field damage models for failure in solids
- A phase field formulation for hydrogen assisted cracking
- A geometrically regularized gradient-damage model with energetic equivalence
- Deformation and stress from in-pore drying-induced crystallization of Salt
- Nonlocal Continuum Damage, Localization Instability and Convergence
- Element‐free Galerkin methods
- A finite element method for crack growth without remeshing
- A multi-phase-field framework for non-uniform corrosion and corrosion-induced concrete cracking
This page was built for publication: A multi-physics dual-phase field model for chloride-induced localized corrosion process and cracking in reinforced concrete
Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6669067)