Title :
Shear capacity of plated RC beams by nonlinear finite element method
Author_Institution :
Dept. of Archit. Eng., China Univ. of Sci. & Technol., Taipei, Taiwan
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;
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
DOI :
10.1109/ICMT.2011.6002932
