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Rehabilitation of Corroded Steel Bridge Girder Ends using Partial-Height Ultra-High-Performance Concrete Encasement

Author(s): ORCID (Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT)
ORCID (Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT)
ORCID (Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT)
ORCID (Connecticut Department of Transportation, State Bridge Design Unit, Newington, CT)
ORCID (Connecticut Department of Transportation, State Bridge Design Unit, Newington, CT)
(Connecticut Department of Transportation, State Bridge Design Unit, Newington, CT)
Medium: journal article
Language(s): English
Published in: Transportation Research Record: Journal of the Transportation Research Board, , n. 6, v. 2678
Page(s): 178-195
DOI: 10.1177/03611981231194629
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1177/03611981231194629.
  • About this
    data sheet
  • Reference-ID
    10777834
  • Published on:
    13/05/2024
  • Last updated on:
    20/09/2024
 
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