Abstract
This paper presents a numerical study on the mechanism of chloride migration in concrete. Unlike most of existing work, this study utilises multicomponent ionic transport models to reflect the influence of ionic interactions by coupling both mass conservation and Poisson's equations. A series of 2-D, 3-phase models with different shapes and volume fractions of aggregates are developed to simulate the chloride migration test. Through a comparatively overall numerical exploration that considers external voltage, ionic interactions, heterogeneous nature, ITZ, and ionic binding, some important features about multispecies coupling and aggregate shape effect, which have not been properly reported from existing concrete models, are highlighted.
| Original language | English |
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| Pages (from-to) | 42-50 |
| Number of pages | 0 |
| Journal | International Conference on Durability of Concrete Structures, ICDCS 2016 |
| Volume | 0 |
| Issue number | 0 |
| Publication status | Published - 1 Jan 2016 |