Study on the Recycled Concrete Beam’s Stiffness

Fang Yu; Can Bin Yin; Min Jiang

doi:10.4028/www.scientific.net/AMM.193-194.1361

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Study on the Recycled Concrete Beam’s Stiffness

Study on the Recycled Concrete Beam’s Stiffness

Abstract:

The intent of this paper is to investigate the flexural behavior of 4 recycled concrete simply-supported beams with same percentage of reinforntage of reinforcement and axial compressive strength but different replacement ratio of recycled aggregates.Besides the flexural capacity of normal section,the characteristics of both deflection and cracking are analyzed.Based on the experiment results,the following conclusions are drawn.In bending,the recycled concrete beam also has elastic,cracking,yield and ultimate point.The ultimate moment of recycled concrete beam can be estimated by the formula suggested by present code.

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Periodical:

Applied Mechanics and Materials (Volumes 193-194)

Pages:

1361-1364

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.193-194.1361

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Online since:

August 2012

Authors:

Fang Yu, Can Bin Yin, Min Jiang

Keywords:

Crack, Recycled Concrete Beam, Stiffness

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References

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