DocumentCode
3047206
Title
Shear capacity of plated RC beams by nonlinear finite element method
Author
Lin, Wenshan
Author_Institution
Dept. of Archit. Eng., China Univ. of Sci. & Technol., Taipei, Taiwan
fYear
2011
fDate
26-28 July 2011
Firstpage
1701
Lastpage
1704
Abstract
In this paper, the numerical experiments are performed to determine the shear capacity of RC beams strengthened by external steel plate. The numerical parameters include plate dimension, plate curtailment, and thickness of glue. According to numerical results, the shear capacity equation of plated RC beam was modified by regress of experimental data, and compared with result of finite element predicting.
Keywords
beams (structures); finite element analysis; plates (structures); reinforced concrete; shear strength; steel; external steel plate; glue thickness; nonlinear finite element method; plate curtailment; plate dimension; plated RC beams; shear capacity; Concrete; Equations; Finite element methods; Mathematical model; Steel; Stress; Structural beams; RC beam strengthened by external steel plate; Shear capacity; nonlinear finite element;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6002932
Filename
6002932
Link To Document