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Chloride Ingress into Alkali-Activated Concrete Under Drying-Wetting Cycles
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Jiuwen BAO, Xinyu ZHANG, Peng ZHANG, Yifei CUI, Jianan WEI, Zhijie ZHUANG
Journal of the Chinese Ceramic Society | 2022, 50(6) : 1607 - 1615
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Journal of the Chinese Ceramic Society | 2022, 50(6): 1607-1615
• Research Articles •
Chloride Ingress into Alkali-Activated Concrete Under Drying-Wetting Cycles
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Jiuwen BAO, Xinyu ZHANG, Peng ZHANG, Yifei CUI, Jianan WEI, Zhijie ZHUANG
Affiliations
  • Department of Civil Engineering, Qingdao University of Technology, Qingdao 266033, Shandong, China
  • BAO Jiuwen (1989-), male, Ph.D., Associate Professor . E-mail:

About Author:

BAO Jiuwen (1989-), male, Ph.D., Associate Professor . E-mail:

Published: 2022-06-20 doi: 10.14062/j.issn.0454-5648.20210839
Outline
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Alkali-activated concrete (AAC) prepared without cement with the performance of rapid hardening, high strength and good durability, is recognized as one of novel green building materials with a wide application potential. Chloride ingress into concrete to cause the process of steel corrosion is one of the main reasons to the durability failure of reinforced concrete structures, particularly exposed to marine cyclic drying-wetting zones. It is thus of great significance for the development of durability theory to conduct the chloride ingress resistance analysis of AAC under drying-wetting cycles. Compared with concrete C50, the effects of cyclic drying-wetting time ratio (i.e. 3.0∶1.0, 11.0∶1.0 and 85.4∶1.0) and exposure time (i.e. 30, 90 and 180 d) on the chloride ingress properties of AAC were investigated via a designed automatic experimental set-up of cyclic drying-wetting test. A theoretical model of chloride ingress into AAC under drying- wetting cycles was proposed for numerical calculation. The results show that the chloride content within AAC is obviously less than that in concrete C50. This is because AAC has a smaller porosity and a denser pore microstructure rather than concrete C50, thus exhibiting a better resistance to chloride ingress. The surface chloride concentration and apparent chloride diffusion coefficient of AAC first increase and then decrease as the cyclic drying-wetting time ratio increases. It is indicated that the numerical data of chloride profiles calculated by the proposed model of chloride transport into unsaturated concrete under various conditions of the drying-wetting cycles are in reasonable agreement with the experimental results.

alkali-activated concrete  /  marine environment  /  drying-wetting cycles  /  chloride ingress  /  numerical model
鲍玖文, 张心钰, 张鹏, 崔祎菲, 魏佳楠, 庄智杰. 干湿交替作用下碱激发混凝土氯盐侵蚀性能. 硅酸盐学报, 2022 , 50 (6) : 1607 -1615 . DOI: 10.14062/j.issn.0454-5648.20210839
Jiuwen BAO, Xinyu ZHANG, Peng ZHANG, Yifei CUI, Jianan WEI, Zhijie ZHUANG. Chloride Ingress into Alkali-Activated Concrete Under Drying-Wetting Cycles[J]. Journal of the Chinese Ceramic Society, 2022 , 50 (6) : 1607 -1615 . DOI: 10.14062/j.issn.0454-5648.20210839
Year 2022 volume 50 Issue 6
23
5
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Article Info
doi: 10.14062/j.issn.0454-5648.20210839
  • Receive Date:2021-09-27
  • Online Date:2026-10-22
  • Published:2022-06-20
Article Data
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History
  • Received:2021-09-27
  • Revised:2021-11-16
Funding
Affiliations
    Department of Civil Engineering, Qingdao University of Technology, Qingdao 266033, Shandong, China

Corresponding:

ZHANG Peng (1981-), male, Ph. D., Professor. E-mail:
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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