Towards the design of a Specimen to Investigate Chloride-induced Corrosion Rates in Cracked Concrete Members
Authors
Tianhua Deng, Arya Chanakya
Corresponding Author
Tianhua Deng
Available Online April 2017.
- DOI
- 10.2991/icmmct-17.2017.239How to use a DOI?
- Keywords
- Chloride, Corrosion, Initiation, Propagation, Steel, Concrete, Crack Width, Crack Distance, Half-Cell Potential Measurement, Galvanic Current Measurement
- Abstract
Many researches have been carried out on the influence of cracks and corrosion rate. There are two conflicting viewpoints on whether the crack width limits are objectively valid to reduce the corrosion rate; One is thatwider crack accelerate corrosion rate, while another opposing opinion is that the crack width does not directly affect the corrosion rate. Thus, the different understanding of the relation of cracks and corrosion reflects on worldwide standards and codes of practice.
- Copyright
- © 2017, 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 - Tianhua Deng AU - Arya Chanakya PY - 2017/04 DA - 2017/04 TI - Towards the design of a Specimen to Investigate Chloride-induced Corrosion Rates in Cracked Concrete Members BT - Proceedings of the 2017 5th International Conference on Machinery, Materials and Computing Technology (ICMMCT 2017) PB - Atlantis Press SP - 1224 EP - 1230 SN - 2352-5401 UR - https://doi.org/10.2991/icmmct-17.2017.239 DO - 10.2991/icmmct-17.2017.239 ID - Deng2017/04 ER -