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
Link To Document :
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