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This paper presents recent work by the authors along the domain of coupled chemo-mechanical problems in concrete. External sulfate attack is analyzed from a mesoscale point of view, in which the main heterogeneities of the material are explicitly introduced. Zero-thickness interface elements are introduced a priori in order to consider cracking phenomena. The distribution of sulfate ions and ettringite are obtained from a non-linear diffusion-reaction analysis. The results include the analysis of the influence of coupling on the crack patterns and on the sulfate ions and ettringite distribution of within the cracked material.
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Chemo-mechanical coupling, Concrete--Cracking, Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó, Formigó -- Patologia, discrete cracking, :Enginyeria civil::Materials i estructures::Materials i estructures de formigó [Àrees temàtiques de la UPC], mesoscale, Concrete
Chemo-mechanical coupling, Concrete--Cracking, Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó, Formigó -- Patologia, discrete cracking, :Enginyeria civil::Materials i estructures::Materials i estructures de formigó [Àrees temàtiques de la UPC], mesoscale, Concrete
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