This study focuses on the modeling of damage in concrete subject to sulfate attack. The concrete is described as a multiphase material made of a solid skeleton, a fluid phase including water and air and an expanding phase, which exerts a pressure capable of damaging the concrete surrounding the reactive sites. The moisture content is computed through a simplified diffusion model, then a reactive-diffusion model allows for the computation of the expansive products of the reaction occurring between the aluminates of the cement paste and the incoming sulfate ions.

Multi-phase modelling of concrete affected by sulfate attack. Applied Mechanics and Materials

CEFIS, NICOLA;COMI, CLAUDIA
2015-01-01

Abstract

This study focuses on the modeling of damage in concrete subject to sulfate attack. The concrete is described as a multiphase material made of a solid skeleton, a fluid phase including water and air and an expanding phase, which exerts a pressure capable of damaging the concrete surrounding the reactive sites. The moisture content is computed through a simplified diffusion model, then a reactive-diffusion model allows for the computation of the expansive products of the reaction occurring between the aluminates of the cement paste and the incoming sulfate ions.
2015
Damage Mechanics: Theory, Computation and Practice
978-3-03835-550-2
Concrete, Damage, Multiphase Material, Sulfate Attack
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/975082
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