Study on Corrosion Resistance Coefficient and Micro-mechanism of Concrete Under Sulphate Environment Based on Fractal Dimension
YANG Junzhao1, ZHANG Rongling1,2,*, XUE Yanjin1,2, WANG Xiaoping1, DOU Xiaozheng3, SONG Yi1
1 College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 2 Bridge Engineering National Local Joint Engineering Laboratory of Disaster Prevention and Contral Technology, Lanzhou Jiaotong University, Lanzhou 730070, China 3 China Railway Construction Bridge Engineering Bureau Group Co.,Ltd., Wuhan 430050, China
Abstract: In order to study the effect of sulphate environment on the performance of concrete, indoor sulphate corrosion test which simulated the on-site engineering corrosive environment in Xinjiang Taitama Lake area was carried out. From the perspective of concrete macroscopic corrosion resistance coefficient, microscopic pore structure and the evolution of corrosion products with the erosion time and other perspectives, and the pore structure of concrete fractal dimension calculation, analysed the relationship between fractal dimension, porosity and corrosion resistance coefficient. The results show that with the growth of corrosion time, the corrosion resistance coefficient is first enhanced and then weakened;the total porosity first decreases and then increases, the harmful pore and multi-harmful pore ratio first reduces and then increases. The porosity and corrosion resistance coefficient have a linear relationship. Fractal dimension is related to the pore size, at the pre-erosion, the pore structure of concrete is refined, the compactness of the concrete increases, the distribution of pore space is complex, fractal dimensions increase. When the expansion effect of calcium alumina, gypsum and other expansive corrosion products occurs, the internal pore structure of concrete is coarsened, the pore distribution is simple, and the fractal dimension decreases. Through the analysis of XRD erosion products, it is found that the expansion of calcium alumina and gypsum is the main reason for the deterioration of the concrete, and calcium alumina erosion mainly occurs in the early stage of erosion, and gypsum erosion mainly occurs in the late stage of erosion. The research results can provide some references for the corrosion resistance of concrete in the salty soil area of Northwest China.
杨军兆, 张戎令, 薛彦瑾, 王小平, 窦晓峥, 宋毅. 基于分形维数的硫酸盐环境下混凝土抗蚀系数及微观机理研究[J]. 材料导报, 2025, 39(7): 24020033-7.
YANG Junzhao, ZHANG Rongling, XUE Yanjin, WANG Xiaoping, DOU Xiaozheng, SONG Yi. Study on Corrosion Resistance Coefficient and Micro-mechanism of Concrete Under Sulphate Environment Based on Fractal Dimension. Materials Reports, 2025, 39(7): 24020033-7.
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