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Combined effect of carbonation and chloride ingress in concrete

Authors
Zhu, XingjiZi, GoangseupCao, ZhifengCheng, Xudong
Issue Date
1-5월-2016
Publisher
ELSEVIER SCI LTD
Keywords
Depassivation of reinforcement; Numerical modeling; Carbonation of concrete; Chloride penetration; Combined action; Pore structure change
Citation
CONSTRUCTION AND BUILDING MATERIALS, v.110, pp.369 - 380
Indexed
SCIE
SCOPUS
Journal Title
CONSTRUCTION AND BUILDING MATERIALS
Volume
110
Start Page
369
End Page
380
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/88679
DOI
10.1016/j.conbuildmat.2016.02.034
ISSN
0950-0618
Abstract
The combined effect of carbonation and chloride ingress in concrete is studied in this paper. Based on the change of the pore structure and the chemical equilibrium, a comprehensive model is proposed for this problem. A coupled simulation of the transports of carbon dioxide, chloride ions, heat and moisture is carried out. Several sets of experimental data were compared with the prediction by the numerical model developed in this paper, for its verification. Parametric study shows that the differences between the combined mechanism and the independent mechanisms are significant in many aspects. (C) 2016 Elsevier Ltd. All rights reserved.
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공과대학 (건축사회환경공학부)
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