DocumentCode
2800219
Title
Notice of Retraction
Finite element analysis of reinforced concrete beams strengthened with prestressed CFRP sheets
Author
Jiang Wang ; Guowen Yao
Author_Institution
Coll. of Mech. Eng., Chongqing Technol. & Bus. Univ., Chongqing, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2179
Lastpage
2182
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.
Reinforced concrete beams were analyzed by finite element software ANASYS. Ultimate bearing capacity, the stress state of reinforcing steel bar and deflection of unreinforced beams, reinforced beam with CFRP sheet bonded and reinforced beam with prestressed CFRP sheet bonded were get in the analysis respectively. It shows that the capability of reinforced concrete resisting deformation can be increased with the CFRP sheet bonded. As well as using the prestressed CFRP sheet will get a much better result.
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.
Reinforced concrete beams were analyzed by finite element software ANASYS. Ultimate bearing capacity, the stress state of reinforcing steel bar and deflection of unreinforced beams, reinforced beam with CFRP sheet bonded and reinforced beam with prestressed CFRP sheet bonded were get in the analysis respectively. It shows that the capability of reinforced concrete resisting deformation can be increased with the CFRP sheet bonded. As well as using the prestressed CFRP sheet will get a much better result.
Keywords
bars; beams (structures); carbon fibre reinforced plastics; deformation; finite element analysis; internal stresses; reinforced concrete; sheet materials; steel; stress analysis; deformation; finite element analysis; finite element software ANASYS; prestressed CFRP sheets; reinforced concrete beams; steel bar; stress state; ultimate bearing capacity; Carbon; Concrete; Finite element methods; Steel; Stress; Structural beams; Carbon fiber-reinforced polymer (CFRP) sheets; Deflection; Prestress; Ultimate loads;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987410
Filename
5987410
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