Curvature Ductility of Singly Reinforced CRC Beams (Part-II)

Lin Hu Yang; Han Zhu; Apostolos Fafitis

doi:10.4028/www.scientific.net/AMR.168-170.2111

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Curvature Ductility of Singly Reinforced CRC Beams...

Curvature Ductility of Singly Reinforced CRC Beams (Part-II)

Abstract:

This article (Part-II) continues the work of a previous article (Part-I). It undertakes a theoretical analysis of the curvature ductility factor (CDF) of a singly reinforced CRC (crumb rubber concrete) beam and demonstrates how CRC’s material ductility is transformed into structural ductility of a reinforced CRC beam. The result shows that CDF for a reinforced CRC beam is much higher than that for a conventional concrete reinforced beam.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

2111-2115

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.2111

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Online since:

December 2010

Authors:

Lin Hu Yang, Han Zhu, Apostolos Fafitis

Keywords:

Concrete, CRC, Curvature Ductility Factor, Ductility, Reinforced Beam

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