DocumentCode
1888827
Title
Relationship between Crack Width and Corrosion Ratio of Rebar
Author
Ying Zongquan ; Su Linwang
Author_Institution
CCCC Fourth Harbor Eng. Inst. Co., Ltd., Guangzhou, China
fYear
2013
fDate
16-17 Jan. 2013
Firstpage
845
Lastpage
847
Abstract
The determination of corrosion ratio of reinforcing bar is one most important basis for assessment of bearing capacity of corrosive concrete structures. Based on the assumption uniform corrosion and corrosion product is not lost, the numerical simulation and theoretical derivation is applied for establishment of expansion process for corrosive concrete structures, the relationship between corrosion ratio of reinforcement and crack width is established. The results the corrosion ratio of reinforcement is almost proportional to crack width, while the crack width is small, the influence of c/d ratio is not significant.
Keywords
corrosion; cracks; rebar; structural engineering; corrosive concrete structures; crack width-corrosion ratio; rebar; reinforcing bar; structure bearing capacity assessment; Automation; Mechatronics; Corrosion ratio; Crack width; Numerical simulation; Uniform corrosion;
fLanguage
English
Publisher
ieee
Conference_Titel
Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on
Conference_Location
Hong Kong
Print_ISBN
978-1-4673-5652-7
Type
conf
DOI
10.1109/ICMTMA.2013.212
Filename
6493863
Link To Document