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Comments on ‘‘Flexural behavior of concrete slabs with corroded bars”
(Elsevier http://www.linkinghub.elsevier.com/retrieve/pii/S0958946508000784, 2008)
This paper presents a discussion on a paper authored by Chung et al. [Chung L, Najm H, Balaguru P. Flexural behaviour of concrete slabs with corroded bars. Cement Concr Compos 2008;30:184-93].
Model for cover cracking of RC beams due to partial surface steel corrosion
(Elsevier http://www.elsevier.com/locate/conbuildmat, 2011)
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 ...
Influence of corrosion crack patterns on the rate of crack widening of RC beams
(Elsevier http://www.elsevier.com/locate/conbuiltmat, 2011)
Corrosion crack widths are often used by structural engineers in the field to predict level of steel corrosion as well as residual load-bearing capacities of corroding RC structures. This paper presents further work on ...