DocumentCode
531898
Title
Notice of Retraction
Numerical simulation on expanding of corrosive crack in RC structure
Author
Chen Yueshun ; Liu Li
Author_Institution
Civil Eng. & building Acad., Hubei Univ. of Technol., Wuhan, China
Volume
1
fYear
2010
fDate
22-24 Oct. 2010
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Lots of projects history show that the steel corrosion is a main factor to induce the structural damage and premature failure, while the expanding width of corrosive crack is important to determine the durability damage level and residual life of reinforced concrete structures. The fracture mechanics numerical simulation tool has been used to simulate the expanding process of corrosive crack in reinforced concrete structures in this paper and the protective layer of concrete thickness, diameter and location of reinforced bar, stirrup area have been considered. The simulation results have been compared with those of accelerated corrosive experiment; both of them have been shown in good agreement.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Lots of projects history show that the steel corrosion is a main factor to induce the structural damage and premature failure, while the expanding width of corrosive crack is important to determine the durability damage level and residual life of reinforced concrete structures. The fracture mechanics numerical simulation tool has been used to simulate the expanding process of corrosive crack in reinforced concrete structures in this paper and the protective layer of concrete thickness, diameter and location of reinforced bar, stirrup area have been considered. The simulation results have been compared with those of accelerated corrosive experiment; both of them have been shown in good agreement.
Keywords
bars; corrosion; cracks; durability; fracture mechanics; numerical analysis; reinforced concrete; RC structure; corrosive crack; durability damage level; expanding process; fracture mechanics; numerical simulation tool; premature failure; protective layer; reinforced bar; reinforced concrete structures; residual life; steel corrosion; stirrup area; structural damage; Concrete; Elasticity; corrosive crack; fracture mechanics; numerical simulation; reinforced concrete structure;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location
Taiyuan
Print_ISBN
978-1-4244-7235-2
Type
conf
DOI
10.1109/ICCASM.2010.5619105
Filename
5619105
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