Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests

Author:

Hamilton, III H. R.,Breen J. E.,Frank K. H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Society for Testing and Materials. (1987). “Standard test method for half-cell potentials of uncoated reinforcing steel in concrete.” ASTM A876-87 Philadelphia Pa. 1987.

2. Berke N. S. (1989). “Resistance of microsilica concrete to steel corrosion erosion and chemical attack.” Proc. 3rd Int. Conf.: Fly Ash Silica Fume Slag and Natural Pozzolans in Concrete (ACI SP-114) V. M. Malhotra ed. Am. Concrete Inst. 861–886.

3. CEB-RILEM. (1984). “Durability of concrete structures.” Bull. No. 152. CEB-RILEM Int. Workshop Copenhagen Denmark.

4. Committee on Cable-Stayed Bridges. (1993). Recommendations for stay cable design testing and installation. Post-tensioning Inst.

5. Construction Technology Laboratories Inc. (1992). Combined axial-flexural fatigue tests of 37-strand stay cable specimen for the Clark Bridge Alton Illinois.

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