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Long-Term Behavior of a Prestressed I-Girder Highway Bridge in Champaign County, Illinois
This report describes the measured long-term behavior of a small prestressed concrete highway bridge. The three spans of about 46 ft (14.0 m) each were made with precast pretensioned I-section girders and a cast-in-place deck. Strains and camber were measured in the two instrumented girders for a period of 1067 days after transfer of prestress.
Long-Term Behavior of a Prestressed I-Girder Highway Bridge in Champaign County, Illinois
This report describes the measured long-term behavior of a small prestressed concrete highway bridge. The three spans of about 46 ft (14.0 m) each were made with precast pretensioned I-section girders and a cast-in-place deck. Strains and camber were measured in the two instrumented girders for a period of 1067 days after transfer of prestress.
Long-Term Behavior of a Prestressed I-Girder Highway Bridge in Champaign County, Illinois
W. L. Gamble (author)
1979
111 pages
Report
No indication
English
Long-term effect analysis of prestressed concrete box-girder bridge widening
British Library Online Contents | 2011
|Long-term effect analysis of prestressed concrete box-girder bridge widening
Online Contents | 2011
|