Next Article in Journal
Robustness and Sensitivity Tuning of the Kalman Filter for Speech Enhancement
Next Article in Special Issue
Adaptive Probabilistic Optimization Approach for Vibration-Based Structural Health Monitoring
Previous Article in Journal
Non-Invasive Fetal Electrocardiogram Monitoring Techniques: Potential and Future Research Opportunities in Smart Textiles
Previous Article in Special Issue
A Numerical Study on Computational Time Reversal for Structural Health Monitoring
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

A Comparison between Ultrasonic Guided Wave Leakage and Half-Cell Potential Methods in Detection of Corrosion in Reinforced Concrete Decks

by
Ahmad Shoaib Amiri
1,*,
Ece Erdogmus
2 and
Dana Richter-Egger
3
1
Durham School of Architectural Engineering and Construction, University of Nebraska-Lincoln, Omaha, NE 68182, USA
2
School of Building Construction, Georgia Institute of Technology, Atlanta, GA 30332, USA
3
Department of Chemistry, University of Nebraska Omaha, Omaha, NE 68182, USA
*
Author to whom correspondence should be addressed.
Signals 2021, 2(3), 413-433; https://doi.org/10.3390/signals2030026
Submission received: 25 September 2020 / Revised: 2 June 2021 / Accepted: 23 June 2021 / Published: 30 June 2021
(This article belongs to the Special Issue Advanced Signal/Data Processing for Structural Health Monitoring)

Abstract

This article presents the advantages and limitations of a recently developed Ultrasonic Guided Wave Leakage (UGWL) method in comparison to the well-known Half-Cell Potential (HCP) method in their ability to detect corrosion in reinforced concrete (RC) bridge decks. This research also establishes a correlation between UGWL data and chloride content in concrete RC slabs. Concrete slabs submerged in a 10% NaCl solution were monitored using both methods over a period of six months. The chloride content from the three cores (0.84, 0.55, and 0.18%) extracted from the slab after the 6-month long process all exceeded the chloride threshold values suggested in ACI 318, which is 0.05 to 0.1% by weight of concrete. Further, the UGWL method detected changes due to corrosion approximately 21 days earlier than the HCP method.
Keywords: ultrasonic testing; ultrasonic guided wave; half-cell potential; corrosion; chloride content; reinforced concrete bridge decks ultrasonic testing; ultrasonic guided wave; half-cell potential; corrosion; chloride content; reinforced concrete bridge decks

Share and Cite

MDPI and ACS Style

Amiri, A.S.; Erdogmus, E.; Richter-Egger, D. A Comparison between Ultrasonic Guided Wave Leakage and Half-Cell Potential Methods in Detection of Corrosion in Reinforced Concrete Decks. Signals 2021, 2, 413-433. https://doi.org/10.3390/signals2030026

AMA Style

Amiri AS, Erdogmus E, Richter-Egger D. A Comparison between Ultrasonic Guided Wave Leakage and Half-Cell Potential Methods in Detection of Corrosion in Reinforced Concrete Decks. Signals. 2021; 2(3):413-433. https://doi.org/10.3390/signals2030026

Chicago/Turabian Style

Amiri, Ahmad Shoaib, Ece Erdogmus, and Dana Richter-Egger. 2021. "A Comparison between Ultrasonic Guided Wave Leakage and Half-Cell Potential Methods in Detection of Corrosion in Reinforced Concrete Decks" Signals 2, no. 3: 413-433. https://doi.org/10.3390/signals2030026

APA Style

Amiri, A. S., Erdogmus, E., & Richter-Egger, D. (2021). A Comparison between Ultrasonic Guided Wave Leakage and Half-Cell Potential Methods in Detection of Corrosion in Reinforced Concrete Decks. Signals, 2(3), 413-433. https://doi.org/10.3390/signals2030026

Article Metrics

Back to TopTop