Galvanic Corrosion of Carbon and Steel in Aggressive Environments

Author:

Tavakkolizadeh Mohammadreza1234,Saadatmanesh Hamid1234

Affiliation:

1. Student Member, ASCE

2. Member, ASCE

3. Res. Assoc., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.

4. Prof., Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference17 articles.

1. Albrecht P. Sahli A. Crute D. Albrecht P. and Evans B. ( 1984). “Application of adhesives to steel bridges.” Rep. No. FHWA-RD-84-037 Federal Highway Administration Washington D.C. 106–147.

2. ASTM. ( 1999). “Practice for preparation of substitute ocean water.” Annual book of ASTM standards D 1141-98 Vol. 11.02 West Conshohocken Pa. 28–30.

3. Cetin K. M. Shaw B. A. Bakis C. Nanni A. and Boothby T. ( 1998). “Environmental degradation of repaired concrete structures.” Proc. 2nd Int. Conf. on Compos. in Infrastructures Vol. II The University of Arizona Tucson Ariz. 488–500.

4. Dussek I. J. ( 1980). “Strengthening of bridge beams and similar structures by means of epoxy-resin-bonded external reinforcement.” TRB Rec. 785 Transportation Research Board Washington D.C. 21–24.

5. Federal Highway Administration (FHWA) Bridge Program Group. ( 2000). Count of deficient bridges by state non federal-aid highways as of June 30 1998 〈http://www.fhwa.dot.gov/bridges/britab.htm〉 Washington D.C.

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