Strength and Ductility of a Three-Span Externally Post-Tensioned Segmental Box Girder Bridge Model
Robert J. F. Macgregor, Michael E. Kreger, and John E. Breen
Appears on pages(s):
box beams; bridges (structures); ductility; models; tests; post-tensioning; prestressing steels; segmental construction; strength; precast concrete; structural design; unbonded prestressing; Design
An experimental investigation was conducted to examine the service and ultimate load behavior of segmentally precast box girder bridges with external post-tensioning tendons. A primary interest of this study was to examine the effect of joint type (dry versus epoxied joints) on the stiffness, strength, and ductility of the structure. A three-span reduced scale segmental box girder model was constructed, then tested in three stages. Flexural behavior was examined first, then shear tests were conducted on the damaged structure. Test results and observations are presented.