Corrosion influence on bond in reinforced concrete
Journal article, 2004

The bond between reinforcing steel and the surrounding concrete can be deteriorated by corrosion. Pullout tests were carried out to evaluate the effects of corrosion on bond and bond-slip behavior, for a series of specimens with varying reinforcement corrosion levels between 0% and 9%, and for specimens with and without stirrups that provide confinement. Specimens with both smooth and deformed bars were tested. The tests were designed to provide the data required to assess the bond properties, including the ultimate bond strength and free-end slip for various degrees of corrosion under pullout loads. The specimens were tested in an NITS testing machine on which loads, slips and displacements were recorded. Some conclusions have been reached based on the test results.

reinforcement corrosion

bond strength

reinforcement

concrete

Author

Congqi Fang

Chalmers, Department of Structural Engineering, Concrete Structures

Karin Lundgren

Chalmers, Department of Structural Engineering, Concrete Structures

Liuguo Chen

Shanghai Jiao Tong University

Chaoying Zhu

Shanghai Jiao Tong University

Cement and Concrete Research

0008-8846 (ISSN)

Vol. 34 11 2159-2167

Subject Categories

Civil Engineering

DOI

10.1016/j.cemconres.2004.04.006

More information

Latest update

3/7/2018 7