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dc.contributor.author Malumbela, G.
dc.contributor.author Alexander, M.
dc.contributor.author Moyo, P.
dc.date.accessioned 2011-02-10T09:42:05Z
dc.date.available 2011-02-10T09:42:05Z
dc.date.issued 2011
dc.identifier.citation Malumbela, G. et al (2011) Model for cover cracking of RC beams due to partial surface steel corrosion, Construction Building Materials, Vol. 25, pp. 987-991 en_US
dc.identifier.issn 0950 0618
dc.identifier.uri http://hdl.handle.net/10311/682
dc.description.abstract Cracking of the cover concrete due to steel corrosion is considered by many researchers to indicate the end-of-service life of corrosion-affected reinforced concrete (RC) structures. Numerous models have been developed to predict the time from corrosion initiation to cracking of the cover concrete. In the previous models, concrete with corroding steel bars was assumed to behave like a thick-walled cylinder under uniform internal pressure. Recent research publications have however, shown that steel corrosion is often concentrated on the surface of the steel that faces the direction of ingress of corrosion agents. This paper presents a model that relates the level of partial surface steel corrosion with the transverse and vertical strains measured on the exterior faces of corrosion-affected RC beams. The model assumes that the remaining section of the steel after corrosion is elliptical shaped. Finally, the model is calibrated with experimental data in the literature and it is shown that assuming uniform steel corrosion underestimates the internal pressure applied by the expansive corrosion products. en_US
dc.language.iso en en_US
dc.publisher Elsevier http://www.elsevier.com/locate/conbuildmat en_US
dc.subject Transverse and vertical strains en_US
dc.subject Thick-walled cylinder en_US
dc.subject Corrosion en_US
dc.subject Cracking en_US
dc.subject Reinforced concrete en_US
dc.title Model for cover cracking of RC beams due to partial surface steel corrosion en_US
dc.type Published Article en_US


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