Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces
In reinforced concrete (RC) structures, new-to-old concrete interfaces are widely present due to precast splices, repairs, and construction joints. In this paper, both monolithic and segmental specimens were fabricated with five kinds of water–cement ratios, including ordinary and high-strength conc...
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MDPI AG
2023-08-01
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| Online Access: | https://www.mdpi.com/1996-1944/16/17/5969 |
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| author | Juhui Zhang Jing Li Yuchuan Zhao Shikun Wang Zhongguo Guan |
| author_facet | Juhui Zhang Jing Li Yuchuan Zhao Shikun Wang Zhongguo Guan |
| author_sort | Juhui Zhang |
| collection | DOAJ |
| description | In reinforced concrete (RC) structures, new-to-old concrete interfaces are widely present due to precast splices, repairs, and construction joints. In this paper, both monolithic and segmental specimens were fabricated with five kinds of water–cement ratios, including ordinary and high-strength concrete. The impressed current-accelerated corrosion test was used, and the degree of reinforcement corrosion was controlled by Faraday’s Law. In the accelerated corrosion process, the concrete surface cracking, steel corrosion, and mechanical properties of the corroded steels in the segmental specimens were investigated and compared with monolithic specimens considering the pouring method, concrete strength, and the strength difference between new and old concrete. The prediction of concrete cracking time was also discussed. The results indicated that, for the monolithic specimens, longitudinal cracks could be observed on the ordinary concrete surface, while no cracks were produced on a high-strength concrete surface; only the rust leaked out at the ends. For the segmental specimens, both longitudinal and transverse cracks were produced on an ordinary concrete surface, while only transverse cracks were produced at the high-strength new-to-old concrete interfaces. The steel embedded in the segmental specimens suffered more sectional loss at the new-to-old concrete interfaces. An influence coefficient based on the section loss of the rebar was proposed to evaluate the influence of interfaces on the rust uniformity of rebars. When there were differences in strength between new and old concrete, the influence of the interface on the uniformity of steel bar cross-section loss slightly increased. Based on available theoretical analysis for uniform corrosion, the concrete cracking time of the monolithic specimens was predicted, which was basically consistent with experimental phenomena. However, further research is needed to predict the service life of segmental specimens with new-to-old concrete interfaces. |
| first_indexed | 2024-03-10T23:18:33Z |
| format | Article |
| id | doaj.art-862a20ade3984d91946b7fb8bf59c881 |
| institution | Directory Open Access Journal |
| issn | 1996-1944 |
| language | English |
| last_indexed | 2024-03-10T23:18:33Z |
| publishDate | 2023-08-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Materials |
| spelling | doaj.art-862a20ade3984d91946b7fb8bf59c8812023-11-19T08:28:25ZengMDPI AGMaterials1996-19442023-08-011617596910.3390/ma16175969Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete InterfacesJuhui Zhang0Jing Li1Yuchuan Zhao2Shikun Wang3Zhongguo Guan4Department of Civil Engineering, University of Shanghai for Science and Technology, Shanghai 200093, ChinaDepartment of Civil Engineering, University of Shanghai for Science and Technology, Shanghai 200093, ChinaTongji Architectural Design (Group) Co., Ltd., Shanghai 200092, ChinaShanghai Construction Engineering Group Co., Ltd., Shanghai 200080, ChinaState Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, ChinaIn reinforced concrete (RC) structures, new-to-old concrete interfaces are widely present due to precast splices, repairs, and construction joints. In this paper, both monolithic and segmental specimens were fabricated with five kinds of water–cement ratios, including ordinary and high-strength concrete. The impressed current-accelerated corrosion test was used, and the degree of reinforcement corrosion was controlled by Faraday’s Law. In the accelerated corrosion process, the concrete surface cracking, steel corrosion, and mechanical properties of the corroded steels in the segmental specimens were investigated and compared with monolithic specimens considering the pouring method, concrete strength, and the strength difference between new and old concrete. The prediction of concrete cracking time was also discussed. The results indicated that, for the monolithic specimens, longitudinal cracks could be observed on the ordinary concrete surface, while no cracks were produced on a high-strength concrete surface; only the rust leaked out at the ends. For the segmental specimens, both longitudinal and transverse cracks were produced on an ordinary concrete surface, while only transverse cracks were produced at the high-strength new-to-old concrete interfaces. The steel embedded in the segmental specimens suffered more sectional loss at the new-to-old concrete interfaces. An influence coefficient based on the section loss of the rebar was proposed to evaluate the influence of interfaces on the rust uniformity of rebars. When there were differences in strength between new and old concrete, the influence of the interface on the uniformity of steel bar cross-section loss slightly increased. Based on available theoretical analysis for uniform corrosion, the concrete cracking time of the monolithic specimens was predicted, which was basically consistent with experimental phenomena. However, further research is needed to predict the service life of segmental specimens with new-to-old concrete interfaces.https://www.mdpi.com/1996-1944/16/17/5969new-to-old concrete interfacecorrosion of reinforcementconcrete surface crackingsectional lossRC structures |
| spellingShingle | Juhui Zhang Jing Li Yuchuan Zhao Shikun Wang Zhongguo Guan Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces Materials new-to-old concrete interface corrosion of reinforcement concrete surface cracking sectional loss RC structures |
| title | Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces |
| title_full | Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces |
| title_fullStr | Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces |
| title_full_unstemmed | Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces |
| title_short | Concrete Cover Cracking and Reinforcement Corrosion Behavior in Concrete with New-to-Old Concrete Interfaces |
| title_sort | concrete cover cracking and reinforcement corrosion behavior in concrete with new to old concrete interfaces |
| topic | new-to-old concrete interface corrosion of reinforcement concrete surface cracking sectional loss RC structures |
| url | https://www.mdpi.com/1996-1944/16/17/5969 |
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