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contributor authorWei Liu
contributor authorRobert G. Hunsperger
contributor authorMichael J. Chajes
contributor authorKevin J. Folliard
contributor authorEric Kunz
date accessioned2017-05-08T21:17:24Z
date available2017-05-08T21:17:24Z
date copyrightJune 2002
date issued2002
identifier other%28asce%290899-1561%282002%2914%3A3%28217%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45769
description abstractCorrosion of steel cables and reinforcing steel in concrete structures is a major cause of structural deterioration. The current methods for corrosion detection suffer from several significant drawbacks. In this paper, a nondestructive evaluation technique is developed that is capable of determining the location and severity of corrosion of embedded or encased steel rebar and cables. This technique utilizes time domain reflectometry (TDR), which has been traditionally used to detect electrical discontinuities in transmission lines. By installing a sensor wire alongside the steel reinforcement, the reinforcement can be modeled as an asymmetric, twin-conductor transmission line. Physical defects of the reinforcement, such as abrupt pitting corrosion, general surface corrosion, and grouting voids, will change the electromagnetic properties of the line. They can be modeled analytically, and identified using TDR. TDR measurement results from several fabricated bridge cable sections with built-in defects are reported. Based on the initial results, the TDR corrosion detection method has proven to be more robust than the existing methods, because it allows one to detect, locate, and identify the extent of corrosion damage.
publisherAmerican Society of Civil Engineers
titleCorrosion Detection of Steel Cables using Time Domain Reflectometry
typeJournal Paper
journal volume14
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2002)14:3(217)
treeJournal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 003
contenttypeFulltext


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