Experimental Study on the Corrosion Law of Chloride in Concrete under Artificial Climate

Abstract:

Corrosion experimental were conducted in order to study concrete samples of two strength grades during different erosion period under the condition of designed artificial chloride erosion.Through drilling powder of concrete surface at various depths,chloride ions’concentration at different depths of corroded samples were determinated,and the diffusion coefficients of chloride ion after 90,180,240 days of corrosion were calculated on the basis of Fick’s second law.It turns out that obvious convection zone exitsin corroded concrete,and the thickness of convection zone increases with the erosing time and the reduction of concrete strength grade.In addtion,fitted datas of chloride ion diffusion coefficient increases with the reduction of concrete strength grade.

• Periodical: Applied Mechanics and Materials (Volumes 405-408)
• Pages: 2520-2523
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.2520
• Online since: September 2013
• Authors: Yi Wan, Zhi Wu Yu, Peng Liu, Yu Yan Sun
• Keywords: Artificial Climate, Chloride, Concrete, Corrosion, Diffusion Coefficient

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