Chloride ion resistance of multi-scale fiber reinforced cementitious composites
Civil Engineering|更新时间:2024-05-22
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Chloride ion resistance of multi-scale fiber reinforced cementitious composites
“In the field of building materials, researchers analyzed the effects of different fiber scales, dosages, and composite ratios on the chloride ion penetration resistance and basic mechanical properties of cement-based materials through electrical flux tests, electron microscopy scanning observations, and basic mechanical performance tests. The results show that the resistance to chloride ion penetration of multi fiber composite reinforced cement-based materials is significantly better than that of single fiber reinforced cement-based materials, and the compressive strength is roughly inversely proportional to the depth of chloride ion erosion and electrical flux. In addition, researchers have established a calculation model for the depth of chloride ion erosion, providing a solution for evaluating the resistance to chloride ion penetration and erosion performance of multi fiber composite reinforced cement-based materials.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 3, Pages: 198-206(2024)
作者机构:
1.河海大学 土木与交通学院,南京 210024
2.江苏大学 土木工程与力学学院,江苏 镇江 212013
作者简介:
ZHANG Qin (1983- ), PhD, associate professor, main research interest: durability of reinforced concrete structure, E-mail: zhangqin8190@163.com.
基金信息:
National Natural Science Foundation of China(51978125;51678104;51508154);Natural Science Foundation of Jiangsu Province(BK20211206)
ZHANG Qin,XIE Yuxuan,GU Renjie,et al.Chloride ion resistance of multi-scale fiber reinforced cementitious composites[J].Journal of Civil and Environmental Engineering,2024,46(03):198-206.
ZHANG Qin,XIE Yuxuan,GU Renjie,et al.Chloride ion resistance of multi-scale fiber reinforced cementitious composites[J].Journal of Civil and Environmental Engineering,2024,46(03):198-206. DOI: 10.11835/j.issn.2096-6717.2022.062.
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