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Author:

Teng, H.W. (Teng, H.W..) | Yang, S.M. (Yang, S.M..) | Shu, Z.C. (Shu, Z.C..) | Huang, Y. (Huang, Y..) (Scholars:黄艳) | Huo, D. (Huo, D..) (Scholars:霍达)

Indexed by:

Scopus PKU CSCD

Abstract:

According to the service environment of subway structure, experiment is carried out to simulate influence of different loading levels to reinforcement corrosion of R. C element affected by stray current and chlorine salt solution. The current density of the corrosion is measured with the linear polarization resistance method, together with the qualitative analysis and quantitative calculation. Experiment shows that rebar corrosion current density increase accordingly with the increase of loading level. The quantitative relations and the time of rust corrosion of reinforcement are obtained.

Keyword:

Chloride ion solution; Loading level; Reinforcement corrosion; Simulation experiment; Stray current

Author Community:

  • [ 1 ] [Teng, H.W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Teng, H.W.]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yang, S.M.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Shu, Z.C.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Huang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Huo, D.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Huo, D.]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • [Teng, H.W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Wuhan University of Technology

ISSN: 1671-4431

Year: 2010

Issue: 17

Volume: 32

Page: 147-151

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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