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基于水泥的复合材料因裂缝自愈而恢复耐氯离子渗透性

Recovery of Chloride Penetration Resistance of Cement-Based Composites Due to Self-Healing of Cracks.

作者信息

Yoo Kyung Suk, Jang Seung Yup, Lee Kwang-Myong

机构信息

Department of Transportation System Engineering, Graduate School of Transportation, Korea National University of Transportation, 157, Chuldo-bangmulgwan-ro, Uiwang 16106, Korea.

Department of Civil, Architectural, and Environmental Systems Engineering, Sungkyunkwan University (SKKU) 2066, Seobu-ro, Jangan-gu, Suwon 16419, Korea.

出版信息

Materials (Basel). 2021 May 12;14(10):2501. doi: 10.3390/ma14102501.

DOI:10.3390/ma14102501
PMID:34066076
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8151390/
Abstract

This study proposed a method of applying coating on uncracked surfaces of test specimens in the electrical migration-diffusion test for the evaluation of the chloride penetration resistance of cracked cement-based composites. It was shown that, by applying the proposed method, the recovery of the chloride penetration resistance from self-healing of cracks can be evaluated more accurately because the application of surface coating reduces the test time and the error introduced by over-simplification. Based on observations of the self-healing-induced recovery of chloride penetration resistance, a phenomenological model for predicting the progress of crack self-healing in cement-based composites was suggested. This model is expected to evaluate the chloride penetration resistance more accurately in actual concrete structures with cracks.

摘要

本研究提出了一种在电迁移 - 扩散试验中对试件未开裂表面施加涂层的方法,用于评估开裂水泥基复合材料的抗氯离子渗透性能。结果表明,通过应用该方法,可以更准确地评估裂缝自愈合后抗氯离子渗透性能的恢复情况,因为表面涂层的应用减少了试验时间以及过度简化所引入的误差。基于对裂缝自愈合引起的抗氯离子渗透性能恢复的观察,提出了一个用于预测水泥基复合材料裂缝自愈合过程的唯象模型。该模型有望在实际有裂缝的混凝土结构中更准确地评估抗氯离子渗透性能。

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本文引用的文献

1
Addressing the need for standardization of test methods for self-healing concrete: an inter-laboratory study on concrete with macrocapsules.满足自愈合混凝土测试方法标准化的需求:关于含大胶囊混凝土的实验室间研究。
Sci Technol Adv Mater. 2020 Sep 22;21(1):661-682. doi: 10.1080/14686996.2020.1814117.
2
Using the Steady-State Chloride Migration Test to Evaluate the Self-Healing Capacity of Cracked Mortars Containing Crystalline, Expansive, and Swelling Admixtures.采用稳态氯离子迁移试验评估含结晶、膨胀和膨胀性外加剂的开裂砂浆的自愈能力。
Materials (Basel). 2019 Jun 9;12(11):1865. doi: 10.3390/ma12111865.
3
Self-Healing in Cementitious Materials-A Review.
水泥基材料中的自愈性——综述
Materials (Basel). 2013 May 27;6(6):2182-2217. doi: 10.3390/ma6062182.
4
Neutron Radiography Based Visualization and Profiling of Water Uptake in (Un)cracked and Autonomously Healed Cementitious Materials.基于中子射线照相术的(未)开裂及自主愈合胶凝材料中水吸收的可视化与剖析
Materials (Basel). 2016 Apr 26;9(5):311. doi: 10.3390/ma9050311.
5
Quantification of the Service Life Extension and Environmental Benefit of Chloride Exposed Self-Healing Concrete.氯化物侵蚀下自愈合混凝土使用寿命延长及环境效益的量化
Materials (Basel). 2016 Dec 23;10(1):5. doi: 10.3390/ma10010005.
6
Diatomaceous earth as a protective vehicle for bacteria applied for self-healing concrete.硅藻土作为保护细菌的载体应用于自修复混凝土。
J Ind Microbiol Biotechnol. 2012 Apr;39(4):567-77. doi: 10.1007/s10295-011-1037-1. Epub 2011 Sep 17.