Paper Title:
Flexural Capacity of Singly Reinforced CRC Beams(Part-I)
  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.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
1810-1814
DOI
10.4028/www.scientific.net/AMR.168-170.1810
Citation
H. Zhu, L. H. Yang, L. Yuan, "Flexural Capacity of Singly Reinforced CRC Beams(Part-I)", Advanced Materials Research, Vols. 168-170, pp. 1810-1814, 2011
Online since
December 2010
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