Cathodic protection of steel reinforcement: Past experience, performance and future opportunities (Record no. 15242)

MARC details
000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210922140752.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210922b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 14309
Author Sergi,George
245 ## - TITLE STATEMENT
Title Cathodic protection of steel reinforcement: Past experience, performance and future opportunities
250 ## - EDITION STATEMENT
Volume, Issue number Vol.95(4), April
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 61-71p.
520 ## - SUMMARY, ETC.
Summary, etc. Impressed current cathodic protection (ICCP), following on from its early success in buried pipelines and submerged structures, was trialled on atmospherically exposed steel reinforced structures in the 1970’s, first in the USA on bridge decks and then more extensively in the UK as new and better performing inert anodes were developed. Cathodic Protection (CP) of steel reinforced concrete soon became a well-established technique for controlling reinforcement corrosion of structural elements. Long-term maintenance of ICCP systems, however, started to be seen as a burden to most structure owners and managers as it involves additional and continual costs. A requirement arose, therefore, for simpler CP systems to be made available which will involve less maintenance and monitoring requirements. As a first stage to simpler systems, galvanic cathodic protection anodes were developed in the 1990’s, first, only to protect steel reinforcement immediately around patch repairs but subsequently to control reinforcement corrosion over wider areas where corrosion risk was found to be high. It was the combination of ICCP and galvanic anode systems, however, that set the benchmark for a simpler alternative long-term method for corrosion control of steel reinforcement. This paper attempts to follow the development of all CP systems utilized for atmospherically exposed steel reinforced structural elements and looks at recently developed simpler systems and methodologies that would likely form the future of the CP industry.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
773 0# - HOST ITEM ENTRY
Title Indian Concrete Journal - ICJ
Place, publisher, and date of publication Thane ACC Limited
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/042021
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
Holdings
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    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 22/09/2021   2021-2022101 22/09/2021 22/09/2021 Articles Abstract Database
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