Prediction of Chloride Penetration into Hardening Concrete

In marine and coastal environments, penetration of chloride ions is one of the main mechanisms causing concrete reinforcement corrosion. Currently, most of experimental investigations about submerged penetration of chloride ions are started after the four-week standard curing of concrete. The furthe...

Full description

Bibliographic Details
Main Authors: Wei-Jie Fan, Xiao-Yong Wang
Format: Article
Language:English
Published: Hindawi Limited 2015-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2015/616980
id doaj-bc47e3ca21b945048c7d5dad358528a0
record_format Article
spelling doaj-bc47e3ca21b945048c7d5dad358528a02020-11-24T23:13:07ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/616980616980Prediction of Chloride Penetration into Hardening ConcreteWei-Jie Fan0Xiao-Yong Wang1Department of Architectural Engineering, Kangwon National University, Chuncheon-si 200 701, Republic of KoreaDepartment of Architectural Engineering, Kangwon National University, Chuncheon-si 200 701, Republic of KoreaIn marine and coastal environments, penetration of chloride ions is one of the main mechanisms causing concrete reinforcement corrosion. Currently, most of experimental investigations about submerged penetration of chloride ions are started after the four-week standard curing of concrete. The further hydration of cement and reduction of chloride diffusivity during submerged penetration period are ignored. To overcome this weak point, this paper presents a numerical procedure to analyze simultaneously cement hydration reaction and chloride ion penetration process. First, using a cement hydration model, degree of hydration and phase volume fractions of hardening concrete are determined. Second, the dependences of chloride diffusivity and chloride binding capacity on age of concrete are clarified. Third, chloride profiles in hardening concrete are calculated. The proposed numerical procedure is verified by using chloride submerged penetration test results of concrete with different mixing proportions.http://dx.doi.org/10.1155/2015/616980
collection DOAJ
language English
format Article
sources DOAJ
author Wei-Jie Fan
Xiao-Yong Wang
spellingShingle Wei-Jie Fan
Xiao-Yong Wang
Prediction of Chloride Penetration into Hardening Concrete
Advances in Materials Science and Engineering
author_facet Wei-Jie Fan
Xiao-Yong Wang
author_sort Wei-Jie Fan
title Prediction of Chloride Penetration into Hardening Concrete
title_short Prediction of Chloride Penetration into Hardening Concrete
title_full Prediction of Chloride Penetration into Hardening Concrete
title_fullStr Prediction of Chloride Penetration into Hardening Concrete
title_full_unstemmed Prediction of Chloride Penetration into Hardening Concrete
title_sort prediction of chloride penetration into hardening concrete
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2015-01-01
description In marine and coastal environments, penetration of chloride ions is one of the main mechanisms causing concrete reinforcement corrosion. Currently, most of experimental investigations about submerged penetration of chloride ions are started after the four-week standard curing of concrete. The further hydration of cement and reduction of chloride diffusivity during submerged penetration period are ignored. To overcome this weak point, this paper presents a numerical procedure to analyze simultaneously cement hydration reaction and chloride ion penetration process. First, using a cement hydration model, degree of hydration and phase volume fractions of hardening concrete are determined. Second, the dependences of chloride diffusivity and chloride binding capacity on age of concrete are clarified. Third, chloride profiles in hardening concrete are calculated. The proposed numerical procedure is verified by using chloride submerged penetration test results of concrete with different mixing proportions.
url http://dx.doi.org/10.1155/2015/616980
work_keys_str_mv AT weijiefan predictionofchloridepenetrationintohardeningconcrete
AT xiaoyongwang predictionofchloridepenetrationintohardeningconcrete
_version_ 1725599229338976256