Experimental and cellular-automata-based analysis of chloride ion diffusion in reactive powder concrete subjected to freeze–thaw cycling. (30th May 2018)

• Record Type: Journal Article
• Authors: Wang, Yue; An, Mingzhe; Yu, Ziruo; Han, Bing; Ji, Wenyu
• Is Part Of: Construction & building materials. Volume 172(2018)
• Page Start: 760
• Page End: 769
• Publication Date: 2018-05-30
• Subjects: Cellular-automata -- Reactive powder concrete -- Chloride ion erosion -- Freeze–thaw cycle -- Chloride ion diffusion coefficient; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2018.03.271
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Chloride ion diffusion coefficient calculation method has been proposed. Coefficient first decreased and then increased as the number of cycles increased. Cellular automaton-based chloride ion diffusion model was proposed. Model can effectively simulate and predict the chloride ion diffusion in concrete. Abstract: Natural soaking and accelerated freeze–thaw cycling experiments were conducted using NaCl solution to study chloride ion diffusion in reactive powder concrete. The chloride ion diffusion coefficient for specimens subjected to natural soaking was calculated using Fick's second law. That for specimens subjected to freeze–thaw cycling was calculated using a newly proposed method that considers the damage resulting from freeze–thaw cycling. The coefficient first decreased and then increased as the number of cycles increased. A cellular-automata-based two-dimensional chloride ion diffusion model that considers the time dependence and impact of freeze–thaw cycling damage was established. The chloride ion diffusion and distribution in reactive powder concrete subjected to natural soaking and freeze–thaw cycling in NaCl solution were simulated using Matlab program that was based on the proposed model. The boundary condition for the cellular-automata model should be the surface chloride ion concentration instead of the chloride ion concentration of the solution. The acceleration of chloride ion diffusion due to freeze–thaw cycling damage can be well-simulated by introducing the freeze–thaw damage factor. A comparison of simulation and experimental results showed that this model can simulate and predict chloride ion diffusion in reactive powder concrete effectively.