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Chloride Ion Diffusion Behavior of Concrete after Freezing and Thawing Cycles
With repeated action of freeze-thaw cycles, chloride ion diffusion characteristics changed obviously in concrete structure. In the study, the chloride ion diffusion coefficient and the surface chloride ion concentration were discussed especially with the trends. Based on these facts, the chloride diffusion model and the improved model of concrete was also discussed based on its time-dependent characteristics, which indicated that the freeze-thaw damage of concrete would have a greater impact to the chloride transport course in the concrete, and so on the service life of concrete structures would be affected.
Chloride Ion Diffusion Behavior of Concrete after Freezing and Thawing Cycles
With repeated action of freeze-thaw cycles, chloride ion diffusion characteristics changed obviously in concrete structure. In the study, the chloride ion diffusion coefficient and the surface chloride ion concentration were discussed especially with the trends. Based on these facts, the chloride diffusion model and the improved model of concrete was also discussed based on its time-dependent characteristics, which indicated that the freeze-thaw damage of concrete would have a greater impact to the chloride transport course in the concrete, and so on the service life of concrete structures would be affected.
Chloride Ion Diffusion Behavior of Concrete after Freezing and Thawing Cycles
Advanced Materials Research ; 671-674 ; 1652-1656
11.03.2013
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Chloride Ion Diffusion Behavior of Concrete after Freezing and Thawing Cycles
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