Shear behavior of RC bems containing corroded steel bars

Xin Xue, Seki Hiroshi, Yu Song

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

Abstract

The influence of corrosion of steel bars (longitudinal bars and stirrups) on the shear behaviour of RC beams has been examined by experience. Experimental results indicate that, if corrosion level represented by maximum sectional-area loss is less than 35%, the corrosion of stirrups has little effect on the shear load carrying mechanism of RC beams and the shear capacity can be predicted accurately using modified truss theory. On the other hand, when the longitudinal bars corrode, the diagonal shear cracks shift to the loading point and cause a transition of load-carrying mechanism.

Original languageEnglish
Title of host publicationProceedings of the 12th International Symposium on Structural Engineering, ISSE 2012
Pages278-283
Number of pages6
Publication statusPublished - 2012 Dec 1
Event12th International Symposium on Structural Engineering, ISSE 2012 - Wuhan, China
Duration: 2012 Nov 172012 Nov 19

Publication series

NameProceedings of the 12th International Symposium on Structural Engineering, ISSE 2012

Conference

Conference12th International Symposium on Structural Engineering, ISSE 2012
CountryChina
CityWuhan
Period12/11/1712/11/19

Keywords

  • Corrosion
  • Load-carrying mechanism
  • Mximum sectional-area loss
  • Shear behaviour
  • Steel bars

ASJC Scopus subject areas

  • Civil and Structural Engineering

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  • Cite this

    Xue, X., Hiroshi, S., & Song, Y. (2012). Shear behavior of RC bems containing corroded steel bars. In Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012 (pp. 278-283). (Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012).