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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Flexural Capacity of Singly Reinforced CRC...

Flexural Capacity of Singly Reinforced CRC Beams(Part-I)

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Abstract:

Crumb rubber concrete (CRC) is made by adding rubber crumbs into conventional concrete, and many studies show that ultimate compressive strains for CRC are much bigger than those for conventional concrete. This article undertakes a mechanical analysis of a reinforced beam based on a proposed CRC stress-strain relationship. The results show that, assuming identical geometrical and material conditions, CRC beam can support more external moment than what conventional concrete beams can do.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

1810-1814

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.1810

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Online since:

December 2010

Authors:

Han Zhu, Lin Hu Yang, Lin Yuan

Keywords:

Concrete, Crumb Rubber Concrete, Flexural Capacity, Moment, Reinforced Beam

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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