Time-dependent nonuniform numerical model of corrosion process and consequent corrosion-induced concrete cracking under chloride attack

Corrosion of steel bars and consequent concrete cracking are complicated processes and they mutually affect one another. In this study, a 3D time-dependent numerical model was developed to simulate localised corrosion in both circumferential and longitudinal directions, incorporating effects of nonu...

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Detalhes bibliográficos
Principais autores: Bui, Huy Tang, Tan, Kang Hai
Outros Autores: School of Civil and Environmental Engineering
Formato: Journal Article
Idioma:English
Publicado em: 2023
Assuntos:
Acesso em linha:https://hdl.handle.net/10356/170253