DocumentCode
2665283
Title
Notice of Retraction
Three-dimensional nonlinear finite element analysis of reinforced concrete structures based on ANSYS program
Author
Li Xiaoran ; Wang Yuanfeng
Author_Institution
Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
Volume
6
fYear
2010
fDate
16-18 April 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.
Based on the analysis of concrete material model, reinforcing steel material model, multi-parameter strength criterion of the ANSYS, finite element models for three-dimensional nonlinear reinforced concrete structures have been constructed and a three-dimensional finite element nonlinear analysis program for reinforced concrete structures has been developed with the ANSYS software. A high strength RC beam is simulated and studied by the program. In the program, two models of reinforcing bar, separated and distributive, are considered. Many finite element models and material models provided by the ANSYS are adopted. The differences of the results obtained by using different model combination are presented and the reasons of the differences are discussed. Through comparing different combinations, the nonlinear material model that can effectively simulate the failure performance of reinforced concrete structures is presented.
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.
Based on the analysis of concrete material model, reinforcing steel material model, multi-parameter strength criterion of the ANSYS, finite element models for three-dimensional nonlinear reinforced concrete structures have been constructed and a three-dimensional finite element nonlinear analysis program for reinforced concrete structures has been developed with the ANSYS software. A high strength RC beam is simulated and studied by the program. In the program, two models of reinforcing bar, separated and distributive, are considered. Many finite element models and material models provided by the ANSYS are adopted. The differences of the results obtained by using different model combination are presented and the reasons of the differences are discussed. Through comparing different combinations, the nonlinear material model that can effectively simulate the failure performance of reinforced concrete structures is presented.
Keywords
bars; beams (structures); finite element analysis; reinforced concrete; steel; structural engineering computing; ANSYS program; RC beam; multiparameter strength criterion; reinforced concrete structure; reinforcing bar; reinforcing steel material model; three-dimensional nonlinear finite element analysis; Building materials; Capacitive sensors; Compressive stress; Concrete; Finite element methods; Kinematics; Plastics; Solid modeling; Steel; Tensile stress; ANSYS; finite element analysis; reinforced concrete; three-dimensional nonlinear analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Engineering and Technology (ICCET), 2010 2nd International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-6347-3
Type
conf
DOI
10.1109/ICCET.2010.5486284
Filename
5486284
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