Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

Corrosion Rate of Reinforced Bar under Different Strains

Authors
Xun WU, Zhi-Chao ZHANG, Jian-Jun YUE
Corresponding Author
Xun WU
Available Online December 2014.
DOI
10.2991/icmce-14.2014.172How to use a DOI?
Keywords
Reinforced Bar, Corrosion Rate, Strain, Salt-spray Corrosion
Abstract

Steel bar corrosion is a major cause of the durability failure of concrete structures. Researches of corrosion were basically done in steel bars without stress by domestic and foreign scholars. Therefore, it is significant to study the relationship between rebar strain and corrosion rate by testing. In the test, reinforced bar groups were imposed with different levels of strain and the strains were kept by reaction frame. Then, these groups were put into the salt spray device for accelerated corrosion in four time periods. Finally, mass loss rates of these reinforced bars were measured and calculated. By data fitting, the result shows a relation between mass loss rate and strain level of reinforced bars.

Copyright
© 2014, 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 2014 International Conference on Mechanics and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2014
ISBN
978-94-62520-41-7
ISSN
2352-5401
DOI
10.2991/icmce-14.2014.172How to use a DOI?
Copyright
© 2014, 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  - Xun WU
AU  - Zhi-Chao ZHANG
AU  - Jian-Jun YUE
PY  - 2014/12
DA  - 2014/12
TI  - Corrosion Rate of Reinforced Bar under Different Strains
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 957
EP  - 960
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.172
DO  - 10.2991/icmce-14.2014.172
ID  - WU2014/12
ER  -