1989Unpublished venueRequires access

CATHODIC PROTECTION OF REINFORCED CONCRETE - A 1989 VIEW . PROCEEDINGS OF 3RD INTERNATIOAL CONFERENCE ON DETERIORATION AND REPAIR OF REINFORCED CONCRETE IN THE ARABIAN GULF, BAHRAIN, OCTOBER 21-24 1989. VOLUME 1.

D A Lewis

Open publisher page 0 citations

Abstract

Reinforced concrete has been known to deteriorate due to chloride ingress for over forty years. In North America, Cathodic Protection was considered thirty years ago to prevent further deterioration of bridge decks but only when the effects of de-icing salts on roadways became apparent has the technique been considered for use in the United Kingdom. After five years of accelerated development, it is now possible in 1989 to look at the state of the cathodic protection engineering market. The results of research initiated in 1984 are beginning to become apparent; it is at last possible to refer to Standards and Specifications which find some acceptance in the industry and best of all, the actual experience of application of the technique to real structures is beginning to be reported at conferences and incorporated into contract documents.(A) For the covering abstract of the conference see IRRD 828897.

About this research paper

What this paper is about

Reinforced concrete has been known to deteriorate due to chloride ingress for over forty years. In North America, Cathodic Protection was considered thirty years ago to prevent further deterioration of bridge decks but only when the effects of de-icing salts on roadways became apparent has the technique been considered for use in the United Kingdom. After five years of accelerated development, it is now possible in 1989 to look at the state of the cathodic protection engineering market. The results of research initiated in 1984 are beginning to become apparent; it is at last possible to refer to Standards and Specifications which find some acceptance in the industry and best of all, the actual experience of application of the technique to real structures is beginning to be reported at conferences and incorporated into contract documents.(A) For the covering abstract of the conference see IRRD 828897.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Reinforced concrete has been known to deteriorate due to chloride ingress for over forty years. In North America, Cathodic Protection was considered thirty years ago to prevent further deterioration of bridge decks but only when the effects of de-icing salts on roadways became apparent has the technique been considered for use in the United Kingdom. After five years of accelerated development, it is now possible in 1989 to look at the state of the cathodic protection engineering market. The results of research initiated in 1984 are beginning to become apparent; it is at last possible to refer to Standards and Specifications which find some acceptance in the industry and best of all, the actual experience of application of the technique to real structures is beginning to be reported at conferences and incorporated into contract documents.(A) For the covering abstract of the conference see IRRD 828897.

Key concepts: Cathodic protection, Reinforced concrete, Forensic engineering, Bridge (graph theory), Engineering, Anode, Structural engineering, Chemistry

Related papers

Back to paper searchBrowse research topicsOriginal source
CATHODIC PROTECTION OF REINFORCED CONCRETE - A 1989 VIEW . PROCEEDINGS OF 3RD INTERNATIOAL CONFERENCE ON DETERIORATION AND REPAIR OF REINFORCED CONCRETE IN THE ARABIAN GULF, BAHRAIN, OCTOBER 21-24 1989. VOLUME 1. — Research Paper | ScholarLens