Proceedings of the 2017 International Conference Advanced Engineering and Technology Research (AETR 2017)

Prediction of Corrosion Expansion Cracking Time of Concrete Structures under Carbonization

Authors
HaiLong Gan, Xiaoli Xie
Corresponding Author
HaiLong Gan
Available Online March 2018.
DOI
10.2991/aetr-17.2018.18How to use a DOI?
Keywords
Durability testing; The amount of steel bar corrosion; Carbonization; Cracking time
Abstract

In this paper, the durability test of concrete structures is carried out, and the test results are counted and analyzed. Based on the calculation model of the amount of steel bar corrosion in concrete, combined with the atmospheric environmental parameters and testing data of the service of the concrete structure, this paper analyzes and predicts the time of corrosion expansion cracking of concrete structures under carbonation, which provides a scientific basis for evaluating the service life of the bridge and the reinforcement and maintenance of the bridge.

Copyright
© 2018, 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 2017 International Conference Advanced Engineering and Technology Research (AETR 2017)
Series
Advances in Engineering Research
Publication Date
March 2018
ISBN
978-94-6252-489-7
ISSN
2352-5401
DOI
10.2991/aetr-17.2018.18How to use a DOI?
Copyright
© 2018, 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  - HaiLong Gan
AU  - Xiaoli Xie
PY  - 2018/03
DA  - 2018/03
TI  - Prediction of Corrosion Expansion Cracking Time of Concrete Structures under Carbonization
BT  - Proceedings of the 2017 International Conference Advanced Engineering and Technology Research (AETR 2017)
PB  - Atlantis Press
SP  - 84
EP  - 91
SN  - 2352-5401
UR  - https://doi.org/10.2991/aetr-17.2018.18
DO  - 10.2991/aetr-17.2018.18
ID  - Gan2018/03
ER  -