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RISDetermining 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 ...
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 ...