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Corrosion Durability of Reinforced Concrete Utilizing UHPC for ABC Applications

CITE Title : Corrosion Durability of Reinforced Concrete Utilizing UHPC for ABC Applications Creator(s) : Farzad, Mahsa;Fancy, Saiada Fuadi;Garber, David;Azizinamini, Atorod;Lau, Kingsley; Corporate Creator(s) : Accelerated Bridge Construction University Transportation Center (ABC-UTC);Florida International University. Department of Civil and Environmental Engineering; Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program Published Date : 2019-03-01 Report Number : ABC-UTC-2013-C3-FIU 01 URL : /view/dot/42748 "Corrosion Durability of Reinforced" (2019). "Corrosion Durability of Reinforced Concrete Utilizing UHPC for ABC Applications" (2019) "Corrosion Durability of Reinforced Concrete Utilizing UHPC for ABC Applications" , 2019 Export RIS Citation Information.

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Farzad, Mahsa ;

Fancy, Saiada Fuadi

2019-03-01

:

In the United States, ~30% of the ~600,000 highway bridges are labeled structurally deficient or functionally obsolete. Approximately 65% of the bridg...
Time-to-Corrosion of Reinforcing Steel in Concrete Slabs, Vol. 4: Galvanized Reinforcing Steel

CITE Title : Time-to-Corrosion of Reinforcing Steel in Concrete Slabs, Vol. 4: Galvanized Reinforcing Steel Creator(s) : Clear, Kenneth C. Corporate Creator(s) : United States. Federal Highway Administration. Materials Division Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Office of Research and Development Contributor(s) : Virmani, Yash Paul;Jones, Walter;Jones, David; Published Date : 1981-12-01 Report Number : FHWA/RD-82/028 URL : /view/dot/34959 "Time-to-Corrosion of Reinforcing Steel" (1981). "Time-to-Corrosion of Reinforcing Steel in Concrete Slabs, Vol. 4: Galvanized Reinforcing Steel" (1981) "Time-to-Corrosion of Reinforcing Steel in Concrete Slabs, Vol. 4: Galvanized Reinforcing Steel" , 1981 Export RIS Citation Information.

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Clear, Kenneth C.

1981-12-01

:

Four-ft. by 5-ft. by 6-inch (1.2m x 1.5m x 0.15m) reinforced concrete slabs were fabricated, cured and subjected to 7 years of daily salting at an out...
Time-to-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 5: Calcium Nitrite Admixture or Epoxy Coated Reinforcing Bars as Corrosion Protection Systems

CITE Title : Time-to-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 5: Calcium Nitrite Admixture or Epoxy Coated Reinforcing Bars as Corrosion Protection Systems Creator(s) : Virmani, Yash Paul;Clear, Kenneth C.;Pasko Jr., Thomas; Corporate Creator(s) : United States. Federal Highway Administration. Office of Engineering and Highway Operations R&D Corporate Contributor(s) : United States. Federal Highway Administration. Office of Research, Development, and Technology Contributor(s) : Jones, Walter;Jones, David; Published Date : 1983-09-01 Report Number : FHWA/RD-83/012 URL : /view/dot/75573 "Time-to-Corrosion of Reinforcing Steel" (1983). "Time-to-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 5: Calcium Nitrite Admixture or Epoxy Coated Reinforcing Bars as Corrosion Protection Systems" (1983) "Time-to-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 5: Calcium Nitrite Admixture or Epoxy Coated Reinforcing Bars as Corrosion Protection Systems" , 1983 Export RIS Citation Information.

:

Virmani, Yash Paul ;

Clear, Kenneth C.

1983-09-01

:

Thirty-one relatively large reinforced concrete slabs were fabricated in 1980 using either non-specification epoxy-coated reinforcing steel or calcium...