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

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Edited by:

Lijuan Li

Pages:

2111-2115

DOI:

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

Citation:

L. H. Yang et al., "Curvature Ductility of Singly Reinforced CRC Beams (Part-II)", Advanced Materials Research, Vols. 168-170, pp. 2111-2115, 2011

Online since:

December 2010

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Price:

$35.00

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