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The paper discusses the simulation of chloride ion diffusion in concrete, particularly in coastal environments, and its impact on the service life of reinforced concrete structures. It utilizes a lattice model based on Voronoi tessellation and Delaunay triangulation to analyze the initiation period of corrosion due to chloride ingress. The authors validate their model through numerical simulations compared to analytical results, demonstrating its effectiveness in predicting the onset of corrosion in concret

Author

Chu Văn Sinh

Language

EN