1. A Numerical Study on Chloride Diffusion in Cracked Concrete
- Author
-
Chunping Gu, Qiannan Wang, Guoshuai Zhang, and Yunyun Tong
- Subjects
Materials science ,General Chemical Engineering ,Diffusion ,crack width ,0211 other engineering and technologies ,020101 civil engineering ,02 engineering and technology ,Thermal diffusivity ,Chloride ,Tortuosity ,0201 civil engineering ,Inorganic Chemistry ,crack depth ,cracked concrete ,021105 building & construction ,medicine ,General Materials Science ,Composite material ,Chloride penetration ,Crystallography ,Finite difference method ,Condensed Matter Physics ,Diffusion process ,QD901-999 ,numerical simulation ,Service life ,tortuosity ,medicine.drug - Abstract
The cracks in concrete are a fast transport path for chlorides and influence the service life of concrete structures in chloride environments. This study aimed to reveal the effect of crack geometry on chloride diffusion in cracked concrete. The chloride diffusion process in cracked concrete was simulated with the finite difference method by solving Fick’s law. The results showed that the apparent chloride diffusivity was lower in more tortuous cracks, and the cracks with more narrow points also showed lower apparent chloride diffusivity. For tortuous cracks, a higher crack width meant relatively more straight cracks, and consequently, higher apparent chloride diffusivity, while a lower crack width resulted in more tortuous cracks and lower apparent chloride diffusivity. The crack depth showed a more significant influence on the chloride penetration depth in cracked concrete than crack geometry did. Compared with rectangular and V-shaped cracks, the chloride diffusion process in cracked concrete with a tortuous crack was slower at the early immersion age. At the same crack depth, the crack geometry showed a marginal influence on the chloride penetration depth in cracked concrete during long-term immersion.
- Published
- 2021