Analysis and Study of Construction Measures for Restraining Concrete Rust Expansion Crack

Article Preview

Abstract:

Started from structure construction ,this paper carried out numerical analysis about the test members through computer simulation and studied the influence of cover thickness and stirrup spacing on the rust expansion crack by means of rapid electrifying for accelerating the corrosion of longitudinal reinforcement. Based on this, it established the correlativity between member surface stress and concrete cover thickness, stirrup spacing. And this paper found the influence law of cover thicknesses and stirrup spacing on rust expansion crack on specimen surface.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

746-751

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Luca B. Bernhard E. Pietro P. et a1. corrosion of steel in concrete;prevention, diagnosis, repair [M].Weinheim:Wiley-VCH.2004.

Google Scholar

[2] Chen Yueshun.Studies on the Expanding Process of Corrosive Crack in Reinforced Concrete[D].Wuhan.Huazhong University of Science&Technology,2006.In Chinese.

Google Scholar

[3] Xu Gang,Liu Defu,Wei Jun,Wang Qing. Effect of the Stirrup on Cracking of Concrete Cover Due to Reinforcement Corrosion[J]. Journal of Wuhan University of Technology(Transportation Science & Engineering), 2009,33(2):257-259. In Chinese.

Google Scholar

[4] Zhang Yu, Zhang Weiping, Jiang Lixue etc. Durability of Concrete Structures [M].Shanghai: Shanghai Technology Press, 2003. In Chinese.

Google Scholar