Stainless and stainless-clad reinforcement for highway bridge use.

[1]  William H. Hartt,et al.  Job Site Evaluation of Corrosion Resistant Alloys for Use as Reinforcement in Concrete: Innovative Bridge Construction Program , 2005 .

[2]  E. I. Moreno,et al.  Performance of a 60-year-old concrete pier with stainless steel reinforcement , 2002 .

[3]  Gang Zhang,et al.  ECR Bridge Decks: Damage Detection and Assessment of Remaining Service Life for Various Overlay Repair Options — Part I , 2010 .

[4]  A. Sagüés,et al.  Cathodic Behavior Of Stainless Steel 316Ln Reinforcing Bars In Simulated Concrete Pore Solutions , 2008 .

[5]  Neil G. Thompson,et al.  CORROSION COST AND PREVENTIVE STRATEGIES IN THE UNITED STATES , 2002 .

[6]  S. Qian,et al.  Galvanic Coupling Between Carbon Steel and Stainless Steel Reinforcements , 2006 .

[7]  G G Clemena,et al.  TESTING OF SELECTED METALLIC REINFORCING BARS FOR EXTENDING THE SERVICE LIFE OF FUTURE CONCRETE BRIDGES: SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS , 2002 .

[8]  John Fraczek.  CORROSION, CONCRETE AND CHLORIDES. STEEL CORROSION IN CONCRETE: CAUSES AND RESTRAINTS. A REVIEW OF ELECTROCHEMICAL PRINCIPLES AS APPLIED TO CORROSION OF STEEL IN A CONCRETE OR GROUT ENVIRONMENT , 1987 .

[9]  M A. Ehlen.  BridgeLCC 2.0 Users Manual: Life-Cycle Costing Software for the Preliminary Design of Bridges (NIST GCR 03-853) | NIST , 2003 .

[10]  David B. McDonald,et al.  Corrosion Evaluation of Epoxy-coated, Metallic-clad and Solid Metallic Reinforcing Bars in Concrete , 2002 .

[11]  Justin M Kable.  Collecting Construction Equipment Activity Data from Caltrans Project Records , 2008 .

[12]  F S Fanous,et al.  SERVICE LIFE OF IOWA BRIDGE DECKS REINFORCED WITH EPOXY-COATED BARS , 2000 .

[13]  Richard E. Weyers,et al.  Discussion of “Performance of Coated Reinforcing Bars in Cracked Bridge Decks” by F. Fanous and H. Wu , 2006 .