Effect of Freeze-Thaw Cycles on Chloride Transportation in Concrete: Prediction Model and Experiment

被引：0

作者：

Yan Y. ^{[1
]}

Si Y. ^{[1
]}

Lu C. ^{[1
]}

Wu K. ^{[1
]}

机构：

[1] Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang

来源：

SDHM Structural Durability and Health Monitoring | 2023年 / 17卷 / 03期

基金：

中国国家自然科学基金;

关键词：

chloride ion; Damaged concrete; freeze-thaw cycle; polypropylene fiber; steel fiber;

D O I：

10.32604/sdhm.2022.022629

中图分类号：

学科分类号：

摘要：

This research aims to investigate the effect of frost damage on chloride transportation mechanism in ordinary and fiber concrete with both theoretical and experimental methods. The proposed theoretical model takes into account the varying damage levels caused by concrete cover depth and freeze-thaw cycles, which are the two primary parameters affecting the expression of the chloride diffusion coefficient. In the experiment, three types of concrete were prepared: ordinary Portland concrete (OPC), polypropylene fiber concrete (PFC), and steel fiber concrete (SFC). These were then immersed in NaCl solution for 120 days after undergoing 10, 25, and 50 freeze-thaw cycles. The damage coefficient of the tested concrete was determined by measuring the dynamic elastic modulus. The results indicated that the relative dynamic elasticity modulus of the specimens decreased with each freeze-thaw cycle, and the chloride diffusion coefficient of the specimens increased as the degree of frost degradation increased. Samples containing steel and polypropylene fibers exhibited greater resistance to cyclic water freezing compared to the controlled concrete without fibers. A model has been also developed that takes into account the damage caused by freezing-thawing cycles and the depth of the concrete, which can predict variations in free chloride concentration at different depths. The calculated values were in good agreement with the test results for depths between 10 to 30 mm. This new damage-induced diffusion model can help fill the gap in research on the effects of freeze-thaw cycles on chloride diffusion. © 2023 Tech Science Press. All rights reserved.

引用

页码：225 / 238

页数：13

共 34 条

[11]

Chen D., Deng Y., Shen J., Sun G., Shi J., Study on damage rules on concrete under corrosion of freeze-thaw and saline solution, Construction and Building Materials, 304, (2021)

[12]

Liu M., Liu D., Qiao P., Sun L., Characterization of microstructural damage evolution of freeze-thawed shotcrete by an integrative micro-CT and nanoindentation statistical approach, Cement and Concrete Composites, 117, (2021)

[13]

Peng R. X., Qiu W. L., Teng F., Three-dimensional meso-numerical simulation of heterogeneous concrete under freeze-thaw, Construction and Building Materials, 250, (2020)

[14]

Gonzalez D. C., Mena A., Minguez J., Vicente M. A., Influence of air-entraining agent and freeze-thaw action on pore structure in high-strength concrete by using CT-scan technology, Cold Regions Science and Technology, 192, (2021)

[15]

Qu F., Niu D. T., Chloride ion diffusion behavior of concrete after freezing and thawing cycles, Advanced materials research, 671, pp. 1652-1656, (2013)

[16]

Kuosa H., Ferreira R. M., Holt E., Leivo M., Vesikari E., Effect of coupled deterioration by freeze-thaw, carbonation and chlorides on concrete service life, Cement and Concrete Composites, 47, pp. 32-40, (2014)

[17]

Jacobsen S., Gran H. C., Sellevold E. J., Bakke J. A., High strength concrete-freeze/thaw testing and cracking, Cement and Concrete Research, 25, 8, pp. 1775-1780, (1995)

[18]

Wieczorek A., Koniorczyk M., Bednarska D., Grabowska K., The transport properties of cement mortars subjected to freeze-thaw cycles, E3S Web of Conferences, 49, (2018)

[19]

Wittmann F. H., Zhang P., Zhao T., Influence of combined environmental loads on durability of reinforced concrete structures, Restoration of Buildings and Monuments, 12, 4, pp. 349-362, (2006)

[20]

Wang Y., An M., Yu Z., Han B., Ji W., Experimental and cellular-automata-based analysis of chloride ion diffusion in reactive powder concrete subjected to freeze-thaw cycling, Construction and Building Materials, 172, pp. 760-769, (2018)

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