Mesoscopic chloride ion diffusion model of marine concrete subjected to freeze-thaw cycles

• Published in: Construction & building materials 2016-10, Vol.125, p.337-351
• Main Authors: Li, Ben, Mao, Jize, Nawa, Toyoharu, Liu, Zongmin
• Format: Article
• Language: English
• Subjects: Analysis; Chlorides; Concrete; Dichloropropane; Freeze-thaw cycles; Marine concrete; Mechanical properties; Mesoscopic diffusion modelling
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2016.08.052

•A new model was obtained for diffusion of chloride subjected to freeze-thaw cycles.•Freeze-thaw stress was proposed to reflect the influence of freeze-thaw cycles.•The concentration gradient was used for evaluating the influence of chloride concentrations. This paper presents a new mesoscopic transport model for describing the diffusion of chloride in cement-based materials simultaneously subjected to freeze-thaw (FT) conditions and incorporated with chloride ions (Ch-I). The model uses the concept of freeze-thaw stress (FT-S) to reflect the effect of freezing and thawing cycles on the transport of ionic concentrations in porous materials and the concentration gradient of chloride for calculating the effect of different concentrations of chloride ions. In addition to determining the effect of FT-S, the model also considers the interactional effects between environmental exchanges, namely the effects of different temperatures, Cl− concentrations (10.5g/L, 21.0g/L and 42.0g/L), and pore size distributions. The mesoscopic model is validated using experimental data obtained from coupling tests of chloride corrosion and freeze-thaw cycles. Compared with the typical Fick’s results, advantageous agreement between the calculated and measured chloride concentration profiles is demonstrated. The new mesoscopic diffusion model can help compensate for the lack of research on the effect of freeze-thaw cycles on chloride diffusion.