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The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete

โœ Scribed by G.K. Glass; N.R. Buenfeld

Book ID
117087552
Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
290 KB
Volume
42
Category
Article
ISSN
0010-938X

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## Abstract Corrosion of carbon steel rebars is the main cause of failure of reinforced concrete structures. To prevent and delay the occurrence of corrosion, a high quality concrete with a proper cover and a good mixture proportion should be designed. Additional prevention methods are used if seve