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Modeling of corrosion mechanism of steel bars in chloride-contaminated concrete with transverse cracks

Author(s): (Institute of Structural Engineering, Zhejiang University, Hangzhou, P. R. China)
(Institute of Structural Engineering, Zhejiang University, Hangzhou, P. R. China)
(State Key Laboratory for Health and Safety of Bridge Structures, Wuhan, China)
(The Architectural Design and Research Institute of Zhejiang University Co., Ltd, Hangzhou, P. R. China)
(School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai, P. R. China)
(Institute of Structural Engineering, Zhejiang University, Hangzhou, P. R. China)
Medium: journal article
Language(s): English
Published in: Magazine of Concrete Research, , n. 11, v. 75
Page(s): 1-38
DOI: 10.1680/jmacr.22.00227
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1680/jmacr.22.00227.
  • About this
    data sheet
  • Reference-ID
    10696000
  • Published on:
    11/12/2022
  • Last updated on:
    30/05/2023
 
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