4.7 Article

Influence of CaCl2 and NaCl from different sources on chloride threshold value for the corrosion of steel reinforcement in concrete

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 25, Issue 2, Pages 663-669

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2010.07.023

Keywords

Reinforcement corrosion; Durability; Concrete; Chloride threshold value

Funding

  1. Natural Science Foundation of China [50978085]
  2. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering at Hohai University [2009585912]
  3. Fundamental Research Funds for the Central Universities [2009B15214]
  4. Natural Science Foundation of Hohai University [2008432111]
  5. Shenzhen Durability Center for Civil Engineering, Shenzhen University [SZDCCE09-07]

Ask authors/readers for more resources

The influence of CaCl2 and NaCl from internal and external sources on the chloride threshold value for the corrosion of steel reinforcement in concrete has been investigated. The onset of active corrosion for the steel reinforcement has been detected by half-cell potential and linear polarization methods. Also, the threshold value with different indices, such as free chlorides, [Cl-]/[OH-], total chlorides and [Cl-]/[H+] has been measured. It has been found that the chloride threshold values for the corrosion of the specimens with CaCl2 and NaCl from different sources depend on the indices. Especially, the critical [Cl-]/[H+], i.e. the ratio of acid soluble chlorides to acid neutralisation capacity irrespective of the type and different sources of chloride salt approximately keeps constant at 0.02. (C) 2010 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available