Paper Title:
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.

  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, H. Zhu, A. Fafitis, "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
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