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This contribution presents a chemo-mechanical model for simulating sulfate attack in concrete structures. The chemical model is formulated as a system of coupled diffusion-reaction equations that describe the dissolution of calcium hydroxide, the dissolution of calcium silicate hydrate, and the formation of gypsum. This chemical process is two-way coupled with a mechanical model that accounts for damage caused by mechanical deformations, calcium silicate hydrate dissolution, and gypsum formation. Numerical analyses demonstrate that the model effectively simulates the growth of a gypsum-induced degradation layer and the resulting damage in the concrete material. To validate the model, an experiment replicating the chemical process of sulfate attack was conducted, confirming that the chemo-mechanical model accurately reproduces both the shape of the experimental degradation profile and the square root time dependence of material deterioration depth.