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    丁一宁

    • 教授     博士生导师 硕士生导师
    • 性别:男
    • 毕业院校:奥地利因斯布鲁克大学
    • 学位:博士
    • 所在单位:土木工程系
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    Self-monitoring of freeze-thaw damage using triphasic electric conductive concrete

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      发布时间:2019-03-09

      论文类型:期刊论文

      发表时间:2015-12-30

      发表刊物:CONSTRUCTION AND BUILDING MATERIALS

      收录刊物:Scopus、EI、SCIE

      卷号:101

      页面范围:440-446

      ISSN号:0950-0618

      关键字:Micro carbon fibers; Macro steel fibers; Nano carbon black; Conductive concrete; Fractional change in impedance; Freezing and thawing damage

      摘要:The effect of freeze-thaw cycles on concrete is of great importance for durability evaluation of concrete structures in cold regions. In this paper, damage accumulation was studied by following the fractional change of impedance (FCI) with number of freeze-thaw cycles (N). The nano-carbon black (NCB), carbon fiber (CF) and steel fiber (SF) were added to plain concrete to produce the triphasic electrical conductive (TEC) and ductile concrete. The effects of NCB, CF and SF on the compressive strength, flexural properties, electrical impedance were investigated. The concrete beams with different dosages of conductive materials were studied for FCI, N and mass loss (ML), the relationship between FCI and N of conductive concrete can be well defined by a first order exponential decay curve. It is noted that this nondestructive and sensitive real-time testing method is meaningful for evaluating of freeze-thaw damage in concrete. (C) 2015 Elsevier Ltd. All rights reserved.