Technical Papers
Jan 25, 2014

Influence of GFRP Confinement of Reinforced Concrete Columns on the Corrosion of Reinforcing Steel in a Salt Water Environment

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 1

Abstract

This paper concentrates on the changes on the corrosion rate of the steel bars of RC columns due to their wrapping with glass fiber–reinforced polymers (GFRPs). RC cylindrical laboratorial specimens, both unwrapped and wrapped with GFRP, were immersed in a sodium chloride solution for 20 months. The changes on concrete resistivity and the corrosion process were followed by open potential measurements and electrochemical impedance. It was possible to quantify the influence of the GFRP jackets in the solution uptake and on the corrosion of the steel reinforcement. The results showed a delay on the diffusion of the solution into concrete due to the presence of the GFRP, which allowed that the bars remained in a passive state for longer immersion periods. The GFRP barrier lowered the rate of uptake of the solution and the chloride ion penetration. However, the GFRP jacket may have the properties as a physical barrier reduced due to imperfect application. The incomplete concrete saturation makes oxygen available, thus promoting an intense corrosion activity at the rebars.

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Acknowledgments

The writers acknowledge Fundação para a Ciência e Tecnologia (FCT) for the financial support through project PTDC/ECM/100538/2008 and to Escola Superior de Tecnologia do Barreiro for the use of their laboratories and equipment.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 1January 2015

History

Received: Oct 7, 2013
Accepted: Jan 23, 2014
Published online: Jan 25, 2014
Discussion open until: Dec 8, 2014
Published in print: Jan 1, 2015

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B. Sena da Fonseca [email protected]
Research Fellow, Institute of Materials and Surface Science and Engineering (ICEMS-DEQ), Instituto Superior Técnico, Univ. Lisboa, 1049-001 Lisboa, Portugal (corresponding author). E-mail: [email protected]
A. S. Castela [email protected]
Assistant Professor, Instituto Politécnico de Setúbal, ESTBarreiro, 2839-001 Lavradio, Barreiro, Portugal; and Researcher, Institute of Materials and Surface Science and Engineering (ICEMS-DEQ), Instituto Superior Técnico, Univ. Lisboa, 1049-001 Lisboa, Portugal. E-mail: [email protected]
Manuel A. G. Silva [email protected]
Full Professor and Researcher, Centro de Investigação em Estruturas e Construção–Research Center in Structures and Construction (UNIC), Faculdade de Ciências e Tecnologia, Univ. Nova de Lisboa, 2829-516 Caparica, Portugal. E-mail: [email protected]
R. G. Duarte [email protected]
Assistant Professor, Instituto Politécnico de Setúbal, ESTBarreiro, 2839-001 Lavradio, Barreiro, Portugal; and Researcher, Institute of Materials and Surface Science and Engineering (ICEMS-DEQ), Instituto Superior Técnico, Univ. Lisboa, 1049-001 Lisboa, Portugal. E-mail: [email protected]
M. G. S. Ferreira [email protected]
Full Professor and Researcher, Centre for research in ceramics and composite materials (CICECO-DEMaC), Univ. de Aveiro, 3810-193 Aveiro, Portugal. E-mail: [email protected]
M. F. Montemor [email protected]
Assistant Professor and Researcher, Institute of Materials and Surface Science and Engineering (ICEMS-DEQ), Instituto Superior Técnico, Univ. Lisboa, 1049-001 Lisboa, Portugal. E-mail: [email protected]

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