Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept development

Journal of Bridge Engineering

Volumn 15, Issue 3, 2010, Pages 327-336

  Li, Lungui ^a   Ma, Zhongguo ^a   Griffey, Mary E ^a   Oesterle, Ralph G ^b  

^a University of Tennessee   (United States)

^b CTL Group   (United States)

Author keywords

Accelerated bridge construction; Bridge construction; Bridge decks; Decked bulb tee; Headed reinforcement; Joints; Lap length; Longitudinal joint; Reinforcement; WWR

Indexed keywords

BRIDGE CONSTRUCTIONS; CONCEPT DEVELOPMENT; CONSTRUCTABILITY; EXPERIMENTAL PROGRAM; FLEXURAL CAPACITY; HEADED REINFORCEMENT; ISOLATED REGIONS; LONGITUDINAL JOINT; PRE-CAST; PRE-STRESSED; PRECAST CONCRETE GIRDERS; PRESTRESSED CONCRETE GIRDER; RAPID CONSTRUCTION; REINFORCED CONCRETE BEAMS; STEEL STRAIN; STRUCTURAL PERFORMANCE; TEST RESULTS; WELDED STEELS; WELDED-WIRE REINFORCEMENT;

BRIDGE DECKS; CONCRETE BEAMS AND GIRDERS; DURABILITY; PRECAST CONCRETE; PRESTRESSED CONCRETE; REINFORCED CONCRETE; REINFORCEMENT; WELDING;

BRIDGES;

EID: 77951237891     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000067     Document Type: Article

References (8)

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