Corrosion Damage Quantification of Prestressing Strands Using Acoustic Emission

AbstractSteel degradation due to corrosion in prestressed concrete bridges has been of major concern as it presents a threat to the integrity of structures adjacent to marine environments or where deicing salts are regularly used. To assess the potential for monitoring of the corrosion process, an accelerated corrosion testing program has been conducted. A series of specimens with dimensions 114×114×508  mm (4.5×4.5×20  in.) were subjected to constant potential application through the embedded steel strand while being continuously monitored with acoustic emission (AE). Depassivation of the strand was detected by monitoring the fluctuations in applied anodic current. Half-cell potential measurements assessed the probability of corrosion, and all results obtained were compared to acoustic emission data. The mass loss of the corroded strands was correlated to acoustic emission intensity analysis to quantify the degree of damage. Results show that acoustic emission is as sensitive as half-cell potential for d...

[1]  K. Ramanathan,et al.  Acoustic emission monitoring of CFRP reinforced concrete slabs , 2009 .

[2]  Surendra P. Shah,et al.  Application of Acoustic Emission Technique to Detection of Rebar Corrosion in Concrete , 1998 .

[3]  Robert J. Peterman,et al.  Acoustic Emission Monitoring and Analysis of Glass Fiber-Reinforced Composites Bridge Decks , 2005 .

[4]  Surendra P. Shah,et al.  Application of acoustic emission technique to detection of reinforcing steel corrosion in concrete , 1998 .

[5]  Preet M. Singh,et al.  Chloride-Induced Corrosion of Prestressing Steels Considering Crevice Effects and Surface Imperfections , 2011 .

[6]  Surendra P. Shah,et al.  Assessing Damage in Corroded Reinforced Concrete Using Acoustic Emission , 2000 .

[7]  Carla Sly An initial look at the Lowe’s motor speedway pedestrian bridge collapse , 2001 .

[8]  William H. Hartt,et al.  Acoustic Emission Characterization of Corrosion Induced Damage in Reinforced Concrete , 1984 .

[9]  Yingshu Yuan,et al.  Corrosion propagation of prestressing steel strands in concrete subject to chloride attack , 2011 .

[10]  Simon A. Austin,et al.  Electrochemical Behavior of Steel-Reinforced Concrete During Accelerated Corrosion Testing , 2004 .

[11]  Richard J. Lipton,et al.  New Directions In Testing , 1989, Distributed Computing And Cryptography.

[12]  Masayasu Ohtsu,et al.  Detection and evaluation of failures in high-strength tendon of prestressed concrete bridges by acoustic emission , 2007 .

[13]  Robert Baboian,et al.  Corrosion tests and standards : application and interpretation , 1995 .

[14]  Luca Bertolini,et al.  Corrosion of Steel in Concrete , 2013 .

[15]  B. Oh,et al.  Critical Corrosion Amount to Cause Cracking of Reinforced Concrete Structures , 2009 .

[16]  Kanji Ono,et al.  DIAGNOSTICS OF REINFORCED CONCRETE BRIDGES BY ACOUSTIC EMISSION , 2002 .

[17]  Paul Ziehl,et al.  Fiber reinforced vessel design with a damage criterion approach , 2003 .

[18]  Daniel J. Inman,et al.  Recent advances in the development of a self-powered wireless sensor network for structural health prognosis , 2011, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[19]  T. J. Fowler,et al.  The MONPAC system , 1989 .

[20]  Steven C Lovejoy Acoustic Emission Testing of In-Service Conventionally Reinforced Concrete Deck Girder Superstructures on Highway Bridges , 2008 .

[21]  Tomoki Shiotani,et al.  Global Monitoring of Large Concrete Structures Using Acoustic Emission and Ultrasonic Techniques: Case Study , 2009 .

[22]  Paul Ziehl,et al.  Design and Field Evaluation of Hybrid FRP/Reinforced Concrete Superstructure System , 2009 .

[23]  M. S. Darmawan,et al.  Effect of pitting corrosion on capacity of prestressing wires , 2007 .