Field Test of Magnetic Methods for Corrosion Detection in Prestressing Strands in Adjacent Box-Beam Bridges

Author:

Fernandes Bertrand1,Titus Michael2,Karl Nims Douglas3,Ghorbanpoor Al4,Devabhaktuni Vijay5

Affiliation:

1. Doctoral Candidate, Electrical Engineering and Computer Science Dept., Univ. of Toledo, M.S. 308, 2801 W. Bancroft St., Toledo, OH 43606.

2. Project Engineer, RJ Runge Company, Inc., 2868 E. Harbor Rd., Port Clinton, OH 43452.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Toledo, M.S. 307, 2801 W. Bancroft St., Toledo, OH 43606 (corresponding author).

4. Professor and Associate Dean for Research, College of Engineering and Applied Science, Univ. of Wisconsin–Milwaukee, 3200 N. Cramer St., Milwaukee, WI 53211.

5. Associate Professor, Electrical Engineering and Computer Science Dept., Univ. of Toledo, M.S. 308, 2801 W. Bancroft St., Toledo, OH 43606.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Fernandes B. Wade J. Nims D. and Devabhaktuni V. (2010). “Development of a sensor for nondestructive inspection of deteriorated prestressing strands in prestressed concrete bridges.” Proc. NDE/NDT for Highways and Bridges: Structural Materials Technology Conf. American Society for Nondestructive Testing New York 162–170.

2. A New Magnetic Sensor Concept for Nondestructive Evaluation of Deteriorated Prestressing Strand

3. Ghorbanpoor A. (2000). “Condition assessment of external P-T tendons in the Mid Bay Bridge.” Final Rep . Florida Dept. of Transportation Tallahassee FL.

4. Ghorbanpoor A. Borchelt R. Edwards M. and Abdel Salam E. (2000). “Magnetic-based NDE of prestressed and post-tensioned concrete members—The MFL system.” Final Rep. FHWA-RD-00-026 U.S. Dept. of Transportation Federal Highway Administration McLean VA.

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