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contributor authorNicholas J. Carino
date accessioned2017-05-08T21:14:53Z
date available2017-05-08T21:14:53Z
date copyrightAugust 1999
date issued1999
identifier other%28asce%290887-3828%281999%2913%3A3%2896%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44195
description abstractA critical step in selecting the most appropriate repair strategy for a distressed concrete structure is to determine the corrosion status of reinforcing bars. Because of the complexity of the corrosion process, it is prudent to involve personnel who are experienced in the corrosion of steel in concrete. The corrosion engineer may employ a variety of tools to help make an assessment of the corrosion conditions. This paper provides an overview of the corrosion of steel in concrete and presents some nondestructive electrochemical tools that are commonly used in corrosion investigations. The objective is to provide the repair specialist with basic information to allow effective communication with the corrosion engineer. Electrochemical principles involved in the corrosion of steel in concrete are reviewed. Subsequently, the half-cell potential method, the concrete resistivity test, and the linear polarization method are discussed. The principles of operation and the inherent limitations of these methods are emphasized.
publisherAmerican Society of Civil Engineers
titleNondestructive Techniques to Investigate Corrosion Status in Concrete Structures
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1999)13:3(96)
treeJournal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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