Title :
Notice of Retraction
Numerical simulation on critical corrosive ratio of reinforced bar in RC structure
Author :
Chen Yueshun ; Liu Li
Author_Institution :
Civil Eng. & Building Acad., Hubei Univ. of Technol., Wuhan, China
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.
The corrosion of reinforced bar in reinforced concrete structure is the major factor for durability degradation of the structure, while the critical corrosive ratio is important for durability analysis when concrete protective layer been expanding cracked by corrosion. The fracture mechanics numerical simulation tool has been used to study the critical corrosive ratio 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; durability; fracture mechanics; numerical analysis; reinforced concrete; stress corrosion cracking; structural engineering; corrosion crack; critical corrosive ratio; durability degradation; fracture mechanics; numerical simulation; reinforced bar; reinforced concrete structure; Concrete; Elasticity; Probabilistic logic; corrosive crack; critical corrosive ratio; fracture mechanics; numerical simulation;
Conference_Titel :
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Print_ISBN :
978-1-4244-7235-2
DOI :
10.1109/ICCASM.2010.5619129
