Laboratory Evaluation of Ultrahigh-Performance Concrete Shear Key for Prestressed Adjacent Precast Concrete Box Girder Bridges

Journal of Bridge Engineering

Volumn 22, Issue 2, 2017, Pages

  Hussein, Husam H ^a   Sargand, Shad M ^a   Al Rikabi, Fouad T ^a   Steinberg, Eric P ^a  

^a US Institute of Navigation   (United States)

Author keywords

Bridge connection; Direct shear test; Direct tension test; Flexural test; High strength concrete (HSC); Interface bond; Joint; Shear key; Shear reinforcement; Ultrahigh performance concrete (UHPC)

Indexed keywords

BEAMS AND GIRDERS; BOX GIRDER BRIDGES; BRIDGE DECKS; BRIDGES; CONCRETES; CRACKS; GROUTING; HIGH PERFORMANCE CONCRETE; JOINTS (STRUCTURAL COMPONENTS); MORTAR; PRECAST CONCRETE; REINFORCEMENT; SHEAR STRENGTH; STEEL BRIDGES; TENSILE TESTING; TESTING;

BRIDGE CONNECTIONS; DIRECT SHEAR TEST; DIRECT TENSION TESTS; FLEXURAL TESTS; HIGH STRENGTH CONCRETES; INTERFACE BONDS; SHEAR KEY; SHEAR REINFORCEMENT; ULTRA HIGH PERFORMANCE CONCRETES (UHPC);

CONCRETE REINFORCEMENTS;

EID: 85009774552     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000987     Document Type: Article

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