Parameter Study and Shear Capacity of Plated RC Beams by Nonlinear Finite Element Method

Wen Shan Lin

doi:10.4028/www.scientific.net/AMR.1030-1032.830

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032Parameter Study and Shear Capacity of Plated RC...

Parameter Study and Shear Capacity of Plated RC Beams by Nonlinear Finite Element Method

Abstract:

In this study, 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.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

830-833

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.830

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Online since:

September 2014

Authors:

Wen Shan Lin*

Keywords:

Nonlinear Finite Element, Parameter Study, Shear Capacity, Strengthened

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