Bond strength behaviour in reinforced concrete members exposed to corrosive environment - An overview

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dc.contributor.authorShetty, A.
dc.contributor.authorVenkataramana, K.
dc.contributor.authorBabu Narayan, K.S.
dc.contributor.authorKimura, Y.
dc.date.accessioned2026-02-05T09:34:45Z
dc.date.issued2013
dc.description.abstractBond resistance of reinforcing bars, embedded in concrete depends primarily on frictional resistance and mechanical interlock. Corrosion of rebars in concrete is one of the major problems in the durability criteria. Local bond stress slip relationship is generally adopted to determine the mechanical properties of the interface between re-bars and concrete. Therefore the attainment of satisfactory performance in bond is an important, aspect of the design and the detailing of reinforcement in structural components. In this paper an overview of factors affecting specimen geometry of bond strength and Types of bond tests were studied. © 2013 CAFET-INNOVA TECHNICAL SOCIETY. All rights reserved.
dc.identifier.citationInternational Journal of Earth Sciences and Engineering, 2013, 6, 3, pp. 530-535
dc.identifier.issn9745904
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/26774
dc.subjectCorrosion of rebars
dc.subjectCorrosive environment
dc.subjectFrictional resistance
dc.subjectMechanical interlock
dc.subjectReinforced concrete member
dc.subjectReinforcement corrosion
dc.subjectSlip
dc.subjectStructural component
dc.subjectBond strength (materials)
dc.subjectCorrosion
dc.subjectMechanical properties
dc.subjectReinforced concrete
dc.subjectConcretes
dc.subjectcorrosion
dc.subjectdesign
dc.subjectfriction
dc.subjectperformance assessment
dc.subjectreinforced concrete
dc.subjectslip rate
dc.titleBond strength behaviour in reinforced concrete members exposed to corrosive environment - An overview

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