Curvature ductility of singly reinforced CRC beams (Part-II)

Linhu Yang, Han Zhu, Apostolos Fafitis

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Scopus citations

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.

Original languageEnglish (US)
Title of host publicationAdvances in Building Materials
Pages2111-2115
Number of pages5
DOIs
StatePublished - Jan 17 2011
Event2011 International Conference on Structures and Building Materials, ICSBM 2011 - Guangzhou, China
Duration: Jan 7 2011Jan 9 2011

Publication series

NameAdvanced Materials Research
Volume168-170
ISSN (Print)1022-6680

Other

Other2011 International Conference on Structures and Building Materials, ICSBM 2011
CountryChina
CityGuangzhou
Period1/7/111/9/11

Keywords

  • CRC
  • Concrete
  • Curvature ductility factor (CDF)
  • Ductility
  • Reinforced beam

ASJC Scopus subject areas

  • Engineering(all)

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