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Mechanical Damage and Freeze–Thaw Damage of Concrete with Recycled Brick Coarse Aggregate

Author

Listed:
  • Guiying Tan

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China
    These authors contributed equally to this work.)

  • Shangwei Gong

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China
    These authors contributed equally to this work.)

  • Ting Wang

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China)

  • Meng Li

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China)

  • Jiahui Li

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China)

  • Xiaoyu Ren

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China)

  • Weishen Zhang

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, China)

  • Chenxia Wang

    (Department of Architectural Engineering, School of Civil Engineering, Inner Mongolia University of Science and Technology, 7 Alding Street, Baotou 014010, China)

  • Fubo Cao

    (Department of Architectural Engineering, School of Civil Engineering, Inner Mongolia University of Science and Technology, 7 Alding Street, Baotou 014010, China)

  • Tian Su

    (Department of Civil Engineering, School of Civil Engineering and Geomatics, Shandong University of Technology, Zibo 255000, 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)

Abstract

The influence of different recycled brick coarse aggregate (RBA) substitution rates on the mechanical performance and frost resistance of concrete was observed. The test findings revealed that RBA deteriorated the compressive and flexural properties in concrete and improved the tensile properties and plasticity in concrete to some extent. The frost resistance of concrete can be effectively improved by adding RBA. The influence degree of the RBA concrete frost resistance factor was quantified by gray entropy correlation theory, and the gray entropy correlations between freezing and thawing cycles, natural coarse aggregate substitution rate, recycled brick aggregate substitution rate, and freezing and thawing damage value ( D N ) were 0.9979, 0.9914, and 0.9876, respectively. Moreover, the freezing and thawing damage model about GM(1, 1) theory was developed ( R 2 > 0.87), which can better predict the freezing and thawing damage of RBA concrete. The damage mechanism of RBA concrete during freezing and thawing was revealed.

Suggested Citation

  • Guiying Tan & Shangwei Gong & Ting Wang & Meng Li & Jiahui Li & Xiaoyu Ren & Weishen Zhang & Chenxia Wang & Fubo Cao & Tian Su, 2024. "Mechanical Damage and Freeze–Thaw Damage of Concrete with Recycled Brick Coarse Aggregate," Sustainability, MDPI, vol. 16(13), pages 1-21, July.
    • Handle: RePEc:gam:jsusta:v:16:y:2024:i:13:p:5643-:d:1427099
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    References listed on IDEAS

    as
    1. Shangwei Gong & Lichao Bai & Zhenyu Tan & Lina Xu & Xiaohong Bai & Zhanfang Huang, 2023. "Mechanical Properties of Polypropylene Fiber Recycled Brick Aggregate Concrete and Its Influencing Factors by Gray Correlation Analysis," Sustainability, MDPI, vol. 15(14), pages 1-19, July.
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