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A diffusion–reaction–damage model for chloride transport in concrete under coupled sulfate–chloride attack
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DOI：10.1016/j.cscm.2026.e06351.png)
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Abstract
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• A coupled Cl--SO42- transport model for concrete was developed. • Sulfate consumption and C₃A depletion were explicitly considered. • AFt-induced cracking was quantitatively linked to chloride diffusivity. • Transport, reaction, and damage evolution were modeled simultaneously. • The model was validated by chloride profiles under mixed-salt exposure.
Keywords:
Ion diffusion
Expansion mechanics
Non-steady-state diffusion
Durability
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