Deterioration mechanism of sulfate attack on concrete under freeze-thaw cycles

Abstract

The experiments of concrete attacked by sulfate solution under freeze-thaw cycles were investigated. The sulfate solution includes two types of 5% Na₂SO₄ and 5% MgSO₄. Through the experiment, microstructural analyses such as SEM, XRD and TGA measurements were performed on the selected samples after freeze-thaw cycles. The corrosion products of the concrete were distinguished and quantitatively compared by the thermal analysis. Besides, the damage mechanism considering the dynamic modulus of elastically of concrete under the coupling effect was also investigated. The experimental results show that, under the action of freeze-thaw cycles and sulfate attack, the main attack products in concrete are ettringite and gypsum. The corrosion products exposed to MgSO₄ solution are more than those to Na₂SO₄ solution. Furthermore, the content of gypsum in concrete is less than that of ettringite in test, and some of gypsum can be observed only after a certain corrosion extent. It is also shown that MgSO₄ solution has a promoting effect to the damage of concrete under freeze-thaw cycles. Whereas for Na₂SO₄ solution, the damage of concrete has restrained before 300 freeze-thaw cycles, but the sulfate attack accelerates the deterioration process in its further test period.

Keywords

concrete / freeze-thaw cycles / sulfate attack / corrosion products / thermal analysis

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