Details:

Creators:
Phares, Brent M. ; Keierleber, Brian ;
Phares, Brent M. ; Keierleber, Brian ; Less -
Corporate Creators:
Iowa State University. Bridge Engineering Center ;
Corporate Contributors:
Iowa. Highway Research Board ; United States. Federal Highway Administration ;
Iowa. Highway Research Board ; United States. Federal Highway Administration ; Less -
Subject/TRT Terms:
[+]
Bond Strength (Materials)
Corrosion
Epoxy Coatings
Galvanizing
Laboratory Tests
Reinforced Concrete Bridges
Reinforcing Bars
Reinforcing Steel

Publication/ Report Number:
IHRB Project TR-666 ; InTrans Project 13-481 ;
IHRB Project TR-666 ; InTrans Project 13-481 ; Less -
Resource Type:
Brief ;
Geographical Coverage:
Iowa ;
Corporate Publisher:
Iowa State University. Institute for Transportation ;
Abstract:
In reinforced concrete systems, ensuring that a good bond between the concrete and the embedded reinforcing steel is critical to long-term structural performance. Without good bond between the two, the system simply cannot behave as intended. The bond strength of reinforcing bars is a complex interaction between localized deformations, chemical adhesion, and other factors. Coating of reinforcing bars, although sometimes debated, has been commonly found to be an effective way to delay the initiation of corrosion in reinforced concrete systems. For many years, the standard practice has been to coat reinforcing steel with an epoxy coating, which provides a barrier between the steel and the corrosive elements of water, air, and chloride ions
Format:
PDF ;
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:921a0866107043b383def22edb835cbbb0c69847b45644d94bc3e6cdd3ef1b3e
File Type:

Supporting Files

• No Additional Files

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