Title :
Notice of Retraction
Limitted balanced method for shear bearing capacity of externally prestressed concrete beams
Author :
Shen Yin ; Li Guoping
Author_Institution :
Dept. of Bridge Eng., Tongji Univ., Shanghai, 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.
This paper presents a research on a simplified applied method for shear bearing capacity of externally prestressed concrete beams. According to shear failure process of externally prestressed concrete test beams, limited balanced method for shear bearing capacity of externally prestressed concrete beams is deduced, and failure strength criterion for concrete zone under shear and compression of externally prestressed concrete beams is established, the feasibility of this method is proved through shear test results of 9 externally prestressed concrete beams.
Keywords :
beams (structures); failure analysis; reinforced concrete; shear strength; externally prestressed concrete test beams; failure strength criterion; limited balanced method; shear bearing capacity; shear failure process; Bridges; Concrete; Presses; Structural beams; Structural engineering; external prestressing; limitted balanced method; shear bearing capacity;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5774213
