Proceedings of the 2016 International Conference on Engineering and Technology Innovations

Numerical simulation analysis of chloride ion penetration under marine environment

Authors
Ling Lv, Qundi Liu, Wen Sun, Zhenxing Wang
Corresponding Author
Ling Lv
Available Online March 2016.
DOI
10.2991/iceti-16.2016.27How to use a DOI?
Keywords
Numerical simulation analysis, concrete structure, Chloride Ion, anti-corrosion
Abstract

The article gives a more effective and reasonable method for prevention of concrete structure corrosion considering both structure safety and economy by milling the core of the reinforced concrete structure and doing the silver nitrate titration experiment under marine environment . The results shows that the chloride ion content of concrete in marine splash zone is generally high in the vertical direction and the chloride ion content of concrete on the surface 1 to 3 cm of concrete structure reaches the peak then reduced quickly to stable point in the horizontal direction.

Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2016 International Conference on Engineering and Technology Innovations
Series
Advances in Engineering Research
Publication Date
March 2016
ISBN
978-94-6252-170-4
ISSN
2352-5401
DOI
10.2991/iceti-16.2016.27How to use a DOI?
Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Ling Lv
AU  - Qundi Liu
AU  - Wen Sun
AU  - Zhenxing Wang
PY  - 2016/03
DA  - 2016/03
TI  - Numerical simulation analysis of chloride ion penetration under marine environment
BT  - Proceedings of the 2016 International Conference on Engineering and Technology Innovations
PB  - Atlantis Press
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceti-16.2016.27
DO  - 10.2991/iceti-16.2016.27
ID  - Lv2016/03
ER  -