Accelerated Corrosion and Embrittlement of High-Strength Bridge Wire

Author:

Barton Scott Calabrese12345,Vermaas Garry W.12345,Duby Paul F.12345,West Alan C.12345,Betti Raimondo12345

Affiliation:

1. Student Member, ASCE

2. Member, ASCE

3. Doctoral Student, Dept. of Chem. Engrg. and Appl. Chem., Columbia Univ., New York, NY 10027.

4. Doctoral Student, Dept. of Civ. Engrg. and Engrg. Mech., Columbia Univ., New York, NY.

5. Prof., Henry Krumb School of Mines, Columbia Univ., New York, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Balsamo F. P. ( 1993). “Suspension bridges.” Bridge inspection and rehabilitation: A practical guide L. G. Silano ed. Wiley New York 117–132.

2. Bieniek M. P. (1991). “Suspension bridges: Design for durability.” Proc. Int. Workshop on Technol. for Hong Kong's Infrastructure Devel . J. C. Chen and J. L. Beck eds. Commercial Press Hong Kong.

3. Bieniek M. P. (1993). “Safety and aging of cables of suspension bridges.” Proc. 4th Int. Conf. on Struct. Failure Product Liability and Tech. Insurance H. P. Rossmanith ed. Elsevier New York.

4. Eiselstein L. E. and Caligiuri R. D. ( 1988). “Atmospheric corrosion of the suspension cables on the Williamsburg Bridge.” Degradation of metals in the atmosphere Spec. Tech. Publ. 965 S. W. Dean and T. S. Lee eds. ASTM Philadelphia 78–95.

5. Hartt W. H. Kumria C. C. and Kessler R. J. (1993). “Influence of potential chlorides pH and precharging time on embrittlement of cathodically polarized prestressing steel.” Corrosion 49(5) 377–385.

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