Nonlinear Finite Element Analysis for the Flexural Behavior of Concrete Beams Reinforced with CFRP-PCPs Composite Rebars

Jiong Feng Liang; Ze Ping Yang; Ping Hua Yi; Zhi Ming Qiu

doi:10.4028/www.scientific.net/AMM.368-370.953

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 368-370Nonlinear Finite Element Analysis for the Flexural...

Nonlinear Finite Element Analysis for the Flexural Behavior of Concrete Beams Reinforced with CFRP-PCPs Composite Rebars

Abstract:

The nonlinear finite element analysis for the flexural behavior of the concrete beams reinforced with CFRP-PCPs Composite Rebars,which was a new structural form, has been studied in ANSYS. The effects of material nonlinearities of concrete £¬steel rebar £¬CFRP rebar were considered in the analytic model. Load-displacement curves were received through calculation in this paper. Compared the present result with the experimental results has proved that the model provided is correct and convenient for the analysis of the beams.

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Periodical:

Applied Mechanics and Materials (Volumes 368-370)

Pages:

953-956

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.368-370.953

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Online since:

August 2013

Authors:

Jiong Feng Liang, Ze Ping Yang, Ping Hua Yi, Zhi Ming Qiu

Keywords:

CFRP-PCPs, Composite Rebars, Finite Element, Flexural

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References

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