TIME-DEPENDENT BEHAVIOR OF SEGMENTAL CANTILEVER CONCRETE BRIDGES
Three segments of the Kishwaukee River Bridge were instrumented to measure concrete strains, temperatures, and vertical bridge deflectiosn for a period of five years. Simultaneously, tests to measure short-term and long-term physical properties of concrete used in the bridge segments were performed. Using the measured concrete properties and the detailed construction records, time-dependent deformations of the instrumented bridge segments were calculated by a computer program using a step-by-step numerical procedure. Comparisons were made between measured and calculated values. Comparisons of the measured and calculated results verified numerical procedure for calculating long-term behavior of segmental box-girder bridges. Using the numerical procedure, effects of time-dependent behavior of conncrete on axial deformations, prestress losses, moment redistribution, and concrete stresses on continuous box girders were investigated. Influence of concrete ages at times of erection on bridge behavior was discussed. (FHWA)
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Corporate Authors:
5420 Old Orchard Road
Skokie, IL United States 60077Illinois Department of Transportation
Bureau of Materials and Physical Research
126 East Ash Street
Springfield, IL United States 62704-4766Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Shiv, K-N
- Daniel, J I
- Russell, H G
- Publication Date: 1983-3
Media Info
- Pagination: n.p.
Subject/Index Terms
- TRT Terms: Box girders; Cantilevers; Concrete; Concrete bridges; Deflection; Deformation; Engineering moments; Measurement; Physical properties; Prestressing; Segmental construction; Strain (Mechanics); Structural analysis; Structural mechanics; Temperature; Time dependence
- Uncontrolled Terms: Concrete properties; Moment distribution; Prestress loss; Structural behavior
- Old TRIS Terms: Strains; Time dependent parameters
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00389034
- Record Type: Publication
- Report/Paper Numbers: FHWA-IL-PCA-001 Final Rpt.
- Contract Numbers: IHR-307
- Files: TRIS, USDOT, STATEDOT
- Created Date: Oct 30 1984 12:00AM