DocumentCode
3215180
Title
Notice of Retraction
The reinforced concrete rectangular plate with complex boundary supported
Author
Lang Cao ; Yuanyuan Yan
Author_Institution
Coll. of Civil Eng. & Transp., Hohai Univ., Nanjing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
6340
Lastpage
6344
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.
In engineering, the deformation and internal force of rectangular plate with complex boundary and free corner supported is comparatively complicated, we often use the finite element method to get its numerical solution, and there is still no appropriate method for this question. In the article, based on the elastic thin plate flexure theory, the rectangular plate with complex boundary is firstly divided into several simple rectangular plates which solution is easy to be obtained. Introducing the concept of generalized supporting edge in the common boundary, the unknown coefficients of the plate bending functions are determined by satisfying the boundary conditions and the geometric compatibility conditions, and the analytic solution of the original plate is finally obtained. It provides reference for the inner force analysis and engineering design of rectangular plate with various edge conditions.
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.
In engineering, the deformation and internal force of rectangular plate with complex boundary and free corner supported is comparatively complicated, we often use the finite element method to get its numerical solution, and there is still no appropriate method for this question. In the article, based on the elastic thin plate flexure theory, the rectangular plate with complex boundary is firstly divided into several simple rectangular plates which solution is easy to be obtained. Introducing the concept of generalized supporting edge in the common boundary, the unknown coefficients of the plate bending functions are determined by satisfying the boundary conditions and the geometric compatibility conditions, and the analytic solution of the original plate is finally obtained. It provides reference for the inner force analysis and engineering design of rectangular plate with various edge conditions.
Keywords
bending; elasticity; finite element analysis; plates (structures); reinforced concrete; structural engineering; complex boundary; deformation; elastic thin plate flexure theory; engineering design; finite element method; inner force analysis; internal force; plate bending functions; rectangular plate; reinforced concrete; Boundary conditions; Concrete; Educational institutions; Force; Manuals; complex boundary; free corner; rectangular plate; reinforced concrete;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774217
Filename
5774217
Link To Document