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Bond Performance of Corroded Steel Reinforcement and Recycled Coarse Aggregate Concrete after Freeze–Thaw Cycles

Author

Listed:
  • Xutong Huang

    (School of Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014017, China)

  • Tian Su

    (School of Civil and Architectural Engineering, Shandong University of Technology, Zibo 255000, China
    School of Civil Engineering, Wuhan University, 8 Donghu South Road, Wuhan 430072, China
    China Railway 11 Bureau Group Co., Ltd., 277 Zhongshan Road, Wuhan 430061, China
    International College, Krirk University, No. 3 Soi Ramintra 1, Ramintra Road, Anusaowaree, Bangkhen, Bangkok 10220, Thailand)

  • Jinxu Wang

    (School of Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014017, China)

  • Fubo Cao

    (School of Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014017, China)

  • Chenxia Wang

    (School of Civil Engineering, Inner Mongolia University of Science & Technology, Baotou 014017, China)

Abstract

Freeze–thaw cycles and steel reinforcement corrosion can damage the properties of concrete structures in a frigid marine environment. In this paper, experimental and analytical research on the freeze–thaw resistance of recycled coarse aggregate concrete (RAC) and the bond performance of corroded steel reinforcement and RAC after freeze–thaw cycles was conducted. The results showed that the ultimate bond strength decreases with increasing freeze–thaw cycles and steel reinforcement corrosion rates, and the bond strength decreases more rapidly under the coupled effect of freeze–thaw cycles and steel reinforcement corrosion. Additionally, the quantitative analysis of the relationships between the ultimate bond strength and different freeze–thaw cycles and steel reinforcement corrosion rates was conducted through the relativity analysis, and analysis results revealed that freeze–thaw cycles have a more pronounced effect on the ultimate bond strength than steel reinforcement corrosion. A modified bond–slip prediction model of corroded steel reinforcement and RAC after freeze–thaw cycles was established, and the model exhibited better agreement with the test data of this and other research, demonstrating its rationality and applicability. These research results can provide experimental and analytical support for freeze–thaw-resistant design and bond performance prediction of RAC structures in a frigid marine environment.

Suggested Citation

  • Xutong Huang & Tian Su & Jinxu Wang & Fubo Cao & Chenxia Wang, 2023. "Bond Performance of Corroded Steel Reinforcement and Recycled Coarse Aggregate Concrete after Freeze–Thaw Cycles," Sustainability, MDPI, vol. 15(7), pages 1-23, April.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:7:p:6122-:d:1114090
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    References listed on IDEAS

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    1. Caroline Santana Rangel & Mayara Amario & Marco Pepe & Enzo Martinelli & Romildo Dias Toledo Filho, 2020. "Durability of Structural Recycled Aggregate Concrete Subjected to Freeze-Thaw Cycles," Sustainability, MDPI, vol. 12(16), pages 1-21, August.
    2. Jing Xiao, 2011. "From the Editor," Journal of Family and Economic Issues, Springer, vol. 32(1), pages 1-3, March.
    3. Bogachan Basaran & Ilker Kalkan & Ceyhun Aksoylu & Yasin Onuralp Özkılıç & Mohanad Muayad Sabri Sabri, 2022. "Effects of Waste Powder, Fine and Coarse Marble Aggregates on Concrete Compressive Strength," Sustainability, MDPI, vol. 14(21), pages 1-22, November.
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