DocumentCode
3263135
Title
Chloride ion erosion experiment considering loads
Author
Haiwen, Teng ; Zhengchang, Shu ; Ying, Huang ; Fengzhou, Huang
Author_Institution
Beijing Key Lab. of Earthquake Eng. & Struct. Retrofit, Beijing Univ. of Technol., Beijing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4866
Lastpage
4869
Abstract
The bending beam to simulate the load of 0.2 0.4 stress ratio and 5% NaCl solution jointly function proceed chlorine ion erosion test. Test results show that the same depth of chlorine ion with the increase of soaking time and stress level increases, except the concrete surface layer. Introducing chloride diffusion coefficient of degradation effects, considering the effect of load is established with the coefficient of load, based on the consideration of the load, chloride ion erosion models with experimental results verify the new model and the contrast experiment measured data fitting high quality.
Keywords
beams (structures); bending; concrete; erosion; bending beam; chloride diffusion; chlorine ion erosion test; concrete surface layer; Civil engineering; Concrete; Corrosion; Data models; Load modeling; Stress; Chloride diffusion coefficient of degradation effects; Chlorine; Erosion test; load;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776537
Filename
5776537
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