Nonlinear Analysis of FRP SRC Concrete Beams

Le Zhou; Xiao Xing Liu; Ying Li; Dong Yan

doi:10.4028/www.scientific.net/AMR.393-395.201

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 393-395Nonlinear Analysis of FRP SRC Concrete Beams

Nonlinear Analysis of FRP SRC Concrete Beams

Abstract:

On the basis of the theory of FRP sheet steel reinforcing concrete beams (SRC-beams), in order to better explore the force performance of FRP (Fiber Reinforce Plastic) steel reinforcing concrete beams, this paper analyzes the stress process simulation of the beam using the computer program of nonlinear analysis. In order to validate the program of the beam section the reliability of the simulation analysis, this paper brings beam section size and its material performance parameters into program and gets different parameters on the bearing capacity of beams influence law. Research shows that when working in the stage of FRP elasticity the reinforcement of FRP layers has little influence on bend curvature figure. In the elastic-plastic stage it has larger influence and the cure increases with the increase of FRP reinforcement layer. It shows that with the increase of the section stiffness beam bending flexural capacity is also bigger.

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Periodical:

Advanced Materials Research (Volumes 393-395)

Pages:

201-204

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.393-395.201

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Online since:

November 2011

Authors:

Le Zhou, Xiao Xing Liu, Ying Li, Dong Yan

Keywords:

Flexural Capacity, FRP Sheet, Non-Linear Analysis, SRC-Beams

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