Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique

F. El-Madaani; M. Zaid; P. Gaydecki; H. Hussin; G. Miller

doi:10.1063/1.2184675

Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique

F. El-Madaani^*, M. Zaid, P. Gaydecki, H. Hussin, G. Miller

^*Corresponding author for this work

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

Abstract

Corrosion processes with time may cause cracking, delamination and finally catastrophic failure of concrete structures. From a safety aspect as well as economic reasons, it is necessary to monitor concrete structures to detect corrosion at its early stages utilizing non-destructive testing techniques. In this paper, a new monitoring technique using inductive scanning technology is presented. Results obtained using this technique are compared with the potential mapping data. The advantages and limitations of both techniques are discussed.

Original language	English
Title of host publication	Review of Progress in Quantitative Nondestructive Evaluation: Volume 25B
Pages	1305-1312
Number of pages	8
Volume	820 II
DOIs	https://doi.org/10.1063/1.2184675
Publication status	Published - 6 Mar 2006
Event	Review of Progress in Quantitative Nondestructive - Brunswick, ME, United States Duration: 31 Jul 2005 → 5 Aug 2005

Conference

Conference	Review of Progress in Quantitative Nondestructive
Country/Territory	United States
City	Brunswick, ME
Period	31/07/05 → 5/08/05

Keywords

Corrosion
Inductive scanning sensor
Non-destructive testing

Access to Document

10.1063/1.2184675

Cite this

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title = "Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique",

abstract = "Corrosion processes with time may cause cracking, delamination and finally catastrophic failure of concrete structures. From a safety aspect as well as economic reasons, it is necessary to monitor concrete structures to detect corrosion at its early stages utilizing non-destructive testing techniques. In this paper, a new monitoring technique using inductive scanning technology is presented. Results obtained using this technique are compared with the potential mapping data. The advantages and limitations of both techniques are discussed.",

keywords = "Corrosion, Inductive scanning sensor, Non-destructive testing",

author = "F. El-Madaani and M. Zaid and P. Gaydecki and H. Hussin and G. Miller",

year = "2006",

month = mar,

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doi = "10.1063/1.2184675",

language = "English",

isbn = "0735403120",

volume = "820 II",

pages = "1305--1312",

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note = "Review of Progress in Quantitative Nondestructive ; Conference date: 31-07-2005 Through 05-08-2005",

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El-Madaani, F, Zaid, M, Gaydecki, P, Hussin, H & Miller, G 2006, Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique. in Review of Progress in Quantitative Nondestructive Evaluation: Volume 25B. vol. 820 II, pp. 1305-1312, Review of Progress in Quantitative Nondestructive, Brunswick, ME, United States, 31/07/05. https://doi.org/10.1063/1.2184675

Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique. / El-Madaani, F.; Zaid, M.; Gaydecki, P. et al.
Review of Progress in Quantitative Nondestructive Evaluation: Volume 25B. Vol. 820 II 2006. p. 1305-1312.

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

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AU - El-Madaani, F.

AU - Zaid, M.

AU - Gaydecki, P.

AU - Hussin, H.

AU - Miller, G.

PY - 2006/3/6

Y1 - 2006/3/6

N2 - Corrosion processes with time may cause cracking, delamination and finally catastrophic failure of concrete structures. From a safety aspect as well as economic reasons, it is necessary to monitor concrete structures to detect corrosion at its early stages utilizing non-destructive testing techniques. In this paper, a new monitoring technique using inductive scanning technology is presented. Results obtained using this technique are compared with the potential mapping data. The advantages and limitations of both techniques are discussed.

AB - Corrosion processes with time may cause cracking, delamination and finally catastrophic failure of concrete structures. From a safety aspect as well as economic reasons, it is necessary to monitor concrete structures to detect corrosion at its early stages utilizing non-destructive testing techniques. In this paper, a new monitoring technique using inductive scanning technology is presented. Results obtained using this technique are compared with the potential mapping data. The advantages and limitations of both techniques are discussed.

KW - Corrosion

KW - Inductive scanning sensor

KW - Non-destructive testing

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U2 - 10.1063/1.2184675

DO - 10.1063/1.2184675

M3 - Conference contribution

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SN - 9780735403123

VL - 820 II

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BT - Review of Progress in Quantitative Nondestructive Evaluation: Volume 25B

T2 - Review of Progress in Quantitative Nondestructive

Y2 - 31 July 2005 through 5 August 2005

ER -

Assessment of corrosion activity in Reinforcing steel bars embedded within concrete using the inductive scanning technique

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