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Determining Prestress Losses, Residual Capacity, and Degradation from Testing of Prestressed Concrete Bridge Girders after 56 Years of Service
Publisher: American Society of Civil Engineers
Abstract: Prestressed concrete bridges built as early as the 1950s and still in use have deteriorated as a result of prestress losses, aging, and corrosion. This deterioration necessitates load posting, repair, retrofit, or ...