An Experimental Study on Flexural Behavior of Reinforced Concrete Beams with GFRP Bars and Recycled Coarse Aggregate

Seung Hun Kim; Yong Taeg Lee; Tae Soo Kim; Seong Uk Hong

doi:10.4028/www.scientific.net/AMM.319.440

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 319An Experimental Study on Flexural Behavior of...

An Experimental Study on Flexural Behavior of Reinforced Concrete Beams with GFRP Bars and Recycled Coarse Aggregate

Abstract:

This study evaluates the flexural performance of reinforced concrete beams with GFRP(Glass Fiber Reinforced Polymer) bars and RCA(Recycled Coarse Aggregates). A total of four specimens with various replacement ratios of RCA (0%, 30%, 50%, and 100%) were tested. An investigation was performed on the influence of RCA with various replacement ratios on load-carrying capacity, post cracking stiffness, cracking pattern, and ductility. The test results showed that replacement ratios of RCA had not a bad effect on concrete compressive strength or flexural strength of beams. They were compared with the design flexural strength and the nominal moment predictions of ACI Code.

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Periodical:

Applied Mechanics and Materials (Volume 319)

Pages:

440-443

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.319.440

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Online since:

May 2013

Authors:

Seung Hun Kim, Yong Taeg Lee, Tae Soo Kim, Seong Uk Hong

Keywords:

Beam, Flexural Strength, GFRP Bar, Recycled Coarse Aggregate, Reinforced Concrete (RC), Replacement Ratio

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References

[1] ACI Committee 440: Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-06), American Concrete Institute, Farmington Hills, MI (2006)

DOI: 10.14359/51700867

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[2] Stuart Veysey and Peter H. Bischoff: Designing FRP Reinforced Concrete for Deflection Control, American Concrete Institute (SP-275-03), Farmington Hills, MI (2011)

DOI: 10.14359/51682413

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