DocumentCode
2116607
Title
Notice of Retraction
Study on the stress of the concrete gravity dam heel by Ansys finite element
Author
Li Fenhua ; Cui Xuekun ; Xing Jian ; Guo Weizhao
Author_Institution
Nat. Eng. Lab. for Biomass Power Generation Equip., North China Electr. Power Univ., Beijing, China
fYear
2010
fDate
28-31 March 2010
Firstpage
1
Lastpage
4
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 article analysis the finite element stress of one concrete gravity dam by software of Ansys. lt compared to the impact of stress of the upstream slope on the dam heel of the two-dimensional and three-dimensional model, in the working conditions and set up anti-seepage curtain row, which give some valuable conclusions for the reference of design.
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 article analysis the finite element stress of one concrete gravity dam by software of Ansys. lt compared to the impact of stress of the upstream slope on the dam heel of the two-dimensional and three-dimensional model, in the working conditions and set up anti-seepage curtain row, which give some valuable conclusions for the reference of design.
Keywords
concrete; dams; finite element analysis; stress analysis; structural engineering computing; ANSYS finite element; antiseepage curtain row; concrete gravity dam; dam heel; finite element stress; three-dimensional model; two-dimensional model; upstream slope; Aerospace industry; Chemical industry; Computational modeling; Computer industry; Concrete; Finite element methods; Gravity; Power engineering and energy; Stress; Testing;
fLanguage
English
Publisher
ieee
Conference_Titel
Power and Energy Engineering Conference (APPEEC), 2010 Asia-Pacific
Conference_Location
Chengdu
Print_ISBN
978-1-4244-4812-8
Type
conf
DOI
10.1109/APPEEC.2010.5449365
Filename
5449365
Link To Document