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Accelerated Corrosion of Steel Bars in New and Old Concrete Structures
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Juhui ZHANG1, Cunhao YI1, Shikun WANG1, Zhongguo GUAN2
Journal of the Chinese Ceramic Society | 2022, 50(8) : 2096 - 2103
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Journal of the Chinese Ceramic Society | 2022, 50(8): 2096-2103
• Research Articles •
Accelerated Corrosion of Steel Bars in New and Old Concrete Structures
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Juhui ZHANG1, Cunhao YI1, Shikun WANG1, Zhongguo GUAN2
Affiliations
  • 1.College of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China
  • 2.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
  • Zhang Juhui (1981-), female, Ph.D., Associate Professor. E-mail:

About Author:

Zhang Juhui (1981-), female, Ph.D., Associate Professor. E-mail:

Published: 2022-08-20 doi: 10.14062/j.issn.0454-5648.20220014
Outline
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Until now, many studies have been carried out to investigate the effect of reinforcement corrosion on concrete cracking due to chloride attack, but they mainly focus on monolithic reinforced concrete structures, and few studies on the durability of new and old concrete structures. Eight integral casting and secondary casting concrete specimens with different water-cement ratios (i.e., 0.60 and 0.53) were fabricated, and the semi-immersion accelerated corrosion was examined. The development law of rust expansion cracks on the concrete surface and the changes in the mechanical properties of the rusted steel bars for the secondary-casting specimens were investigated and compared with the integral-casting specimens at different theoretical corrosion rates of steel bars of 4%, 6% and 8%, respectively. The results show that the integrally poured concrete specimens only produce longitudinal cracks along the reinforcement, while the secondary-casting concrete specimens firstly produce interfacial transverse cracks and then produces longitudinal cracks. The steel bar in the integral-casting specimen is uniformly corroded, while the steel bars in the secondary pouring specimens are non-uniformly corroded, and the steel corrosion at the interface between unused and used concrete occurs most serious. The mechanical properties of the steel bars are reduced in the secondary-pouring specimens compared to the integral-pouring specimens due to the serious loss of the steel bar section at the interface between unused and used concrete. The influence of concrete strength on the mechanical properties of steel bars in the integral-casting specimens can be ignored, but it has an influence on the mechanical properties of steel bars in the secondary-casting specimens.

new and old concrete  /  corrosion loss ratio  /  crack width  /  rebar corrosion
张菊辉, 衣存浩, 王诗昆, 管仲国. 新老混凝土的钢筋加速锈蚀. 硅酸盐学报, 2022 , 50 (8) : 2096 -2103 . DOI: 10.14062/j.issn.0454-5648.20220014
Juhui ZHANG, Cunhao YI, Shikun WANG, Zhongguo GUAN. Accelerated Corrosion of Steel Bars in New and Old Concrete Structures[J]. Journal of the Chinese Ceramic Society, 2022 , 50 (8) : 2096 -2103 . DOI: 10.14062/j.issn.0454-5648.20220014
Year 2022 volume 50 Issue 8
37
7
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Article Info
doi: 10.14062/j.issn.0454-5648.20220014
  • Receive Date:2022-01-05
  • Online Date:2026-10-20
  • Published:2022-08-20
Article Data
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History
  • Received:2022-01-05
  • Revised:2022-02-16
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Affiliations
    1.College of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China
    2.State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
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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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