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The transport properties of concrete under the simultaneous coupling of fatigue load and environment factors

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Abstract

A set of coupling experimental instrument was designed to study the transport properties of chloride ion in concrete under simultaneous coupling action of fatigue load and environmental factors. Firstly the water-saturated performance of modern concrete was investigated, then diffusion performance of chloride ion under different stress levels and different temperature were studied respectively; meanwhile, the time-dependent behavior of the chloride ion diffusion in concrete was also researched. The results showed that the saturation degree of concrete can reach as high as 99%. Besides, diffusion coefficient of chloride ion increased with increasing of the stress level and temperature, and when the stress level and temperature are at 0.6 and 60 ° respectively, the diffusion coefficient is 6.3×10−14 m2/s, moreover the diffusion coefficient of chloride ion in concrete decreased with time under the simultaneous coupling action of fatigue load and environment factors.

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Authors and Affiliations

  1. School of Materials Science and Engineering, Southeast University, Nanjing, 211189, China

    Caihui Wang  (王彩辉), Wei Sun  (孙伟), Jinyang Jing, Jiande Han & Hui Rong

  2. Jiangsu Key Laboratory of Construction Materials, Nanjing, 211189, China

    Caihui Wang  (王彩辉), Wei Sun  (孙伟), Jinyang Jing, Jiande Han & Hui Rong

Authors
  1. Caihui Wang  (王彩辉)
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  2. Wei Sun  (孙伟)
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  3. Jinyang Jing
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  4. Jiande Han
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  5. Hui Rong
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Corresponding author

Correspondence to Wei Sun  (孙伟).

Additional information

Supported by the Scientific Research Foundation of Graduation School of Southeast University(No.YBjj1129), the National Natural Science Foundation of China(No. 51078081), and Ph D Programs Foundation of Ministry of Education of China(No. 200802861080)

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Wang, C., Sun, W., Jing, J. et al. The transport properties of concrete under the simultaneous coupling of fatigue load and environment factors. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 27, 181–186 (2012). https://doi.org/10.1007/s11595-012-0432-4

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  • DOI: https://doi.org/10.1007/s11595-012-0432-4

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