Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete Members

Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete Members

Abstract The corrosion of steel reinforcement is commonly believed to be the primary cause of structural deterioration of reinforced concrete (RC) structures; as a result of this deterioration, a RC structure can incur a considerable reduction in structural serviceability and safety. Because of thei...

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Bibliographic Details
Main Authors: Ignasi Fernandez, Manuel F. Herrador, Antonio R. Marí, Jesús M. Bairán
Format: Article
Language:English
Published: SpringerOpen 2018-11-01
Series:International Journal of Concrete Structures and Materials
Subjects:
statically indeterminate beams
reinforced concrete
corrosion
ultimate capacity
redistribution
bond
Online Access:http://link.springer.com/article/10.1186/s40069-018-0297-9

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http://link.springer.com/article/10.1186/s40069-018-0297-9

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