Paper Title:
Bond Strength Modelling of Corroding Steel Reinforcement in Concrete
  Abstract

Corrosion of reinforcement can significantly affect the bond strength between the steel bar and the surrounding concrete thus greatly reducing the load bearing capacity of the concrete structure. In this paper, a simple analytical model is proposed to evaluate the maximum bond strength of corroded concrete with varying rebar diameters and concrete cover thickness. Predicted results compared well with experimental test data.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
757-761
DOI
10.4028/www.scientific.net/AMR.255-260.757
Citation
R. Zou, A. Shayan, F. Collins, "Bond Strength Modelling of Corroding Steel Reinforcement in Concrete", Advanced Materials Research, Vols. 255-260, pp. 757-761, 2011
Online since
May 2011
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Price
$32.00
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