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International Concrete Abstracts Portal

Showing 1-5 of 11 Abstracts search results

Document: 

SP49-09

Date: 

January 1, 1975

Author(s):

T.E. Backstrom

Publication:

Symposium Papers

Volume:

49

Abstract:

Coatings are sometimes considered for steel that is to be embedded in concrete when the structures will be exposed to moderately or highly corrosive conditions. There are numerous benefits possible by the addition of a protective coating to the steel, as well as several disadvantages. The desirability of use of a coating is open to serious question.

DOI:

10.14359/17536


Document: 

SP49-10

Date: 

January 1, 1975

Author(s):

James R. Clifton, Hugh F. Beeghly and Robert G. Mathey

Publication:

Symposium Papers

Volume:

49

Abstract:

This study was undertaken to ascertain the feasibility of using organic coatings, especially epoxies, to protect steel reinforcing bars embedded in concrete of bridge decks from rapid corrosion. This corrosion is caused by chloride ions from the deicing salts, sodium chloride and calcium chloride. Altogether, 47 different coatings were evaluated to some extent, of which 36 were epoxy coatings.

DOI:

10.14359/17537


Document: 

SP49-06

Date: 

January 1, 1975

Author(s):

Kenneth C. Clear

Publication:

Symposium Papers

Volume:

49

Abstract:

This paper is a partial summary of data obtained in an FHWA study designed to provide adminstrators and designers with factual data on which to base decisions as to types of protection for bridge decks constructed in corrosion environments.

DOI:

10.14359/17533


Document: 

SP49-01

Date: 

January 1, 1975

Author(s):

Odd E. Gjorv

Publication:

Symposium Papers

Volume:

49

Abstract:

Under the combined effects of exposure to ocean environments and heavy structural loading there are a number of deteriorating processes taking place.

DOI:

10.14359/17528


Document: 

SP49-03

Date: 

January 1, 1975

Author(s):

George J. Verbeck

Publication:

Symposium Papers

Volume:

49

Abstract:

The purpose of this paper is to present in an interpretative manner and as briefly as is consistent with accuracy those factors of design, concrete quality, and environment that affect the corrosion of steel in concrete and the resulting performance of the structure.

DOI:

10.14359/17530


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