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Suitability of the measurement techniques of oxygen permeability in order to predict corrosion rates of concrete rebars

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Resumen

Synopsis: The air or oxygen permeability of concrete is usually measured by means of techniques which utilize mechanical driving forces. Thus, air or oxygen is forced to pass through a piece of concrete using different mechanical pressures. The flow of gas so measured is used as an indication of concrete permeability and sometimes is also used to predict the durability of concrete reinforcements based in the relationship between anodic corrosion rate and amount of oxygen which may be reduced in the cathodic areas. However, this extrapolation may lead to erroneous conclusions because a dry concrete allows a higher amount of oxygen to pass through it than a wet one, although the corrosion rate should be much lower in dry than in wet concrete. In the present paper, comparisons between flow of oxygen measured in paste, mortar and concrete specimens held at different relative humidities using electrochemical driving forces (polarization at about -750 mV SCE) and corrosion rates (measured by means of the Polarization Resistance) are presented in order to discuss the relationship between both. The results show that the oxygen permeability is only dependent of the amount of electrolyte inside the pores, but the corrosion rate is also dependent of the concrete resistivity which is fixed by the amount of pore water content.

Idioma originalInglés
Título de la publicación alojadaPaul Klieger Symposium on Performance of Concrete
EditoresDavid Whiting
EditorialAmerican Concrete Institute
Páginas45-60
Número de páginas16
ISBN (versión digital)9780870316203
EstadoPublicada - 1 jun 1990
Publicado de forma externa
EventoPaul Klieger Symposium on Performance of Concrete at the 1989 Fall Meeting of the American Concrete Institute - San Diego, Estados Unidos
Duración: 29 oct 19893 nov 1989

Serie de la publicación

NombreAmerican Concrete Institute, ACI Special Publication
VolumenSP-122
ISSN (versión impresa)0193-2527

Conferencia

ConferenciaPaul Klieger Symposium on Performance of Concrete at the 1989 Fall Meeting of the American Concrete Institute
País/TerritorioEstados Unidos
CiudadSan Diego
Período29/10/893/11/89

Huella

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