Shear testing of precast bridge deck panel transverse connections

Journal of Performance of Constructed Facilities

Volumn 26, Issue 4, 2012, Pages 462-468

  Porter, Scott D ^a   Logan Julander, J ^b   Halling, Marvin W ^c   Barr, Paul J ^c  

^a ARW Engineers   (United States)

^b MICHAEL BAKER JR INC   (United States)

^c Utah State University   (United States)

Author keywords

Accelerated bridge construction; Bridge; Connections; Decks; Post tensioning; Welded connections

Indexed keywords

BRIDGE CONSTRUCTIONS; COMPRESSION FORCE; DECK PANEL; DECKS; GROUTED CONNECTION; NEW TEST SETUP; POST TENSIONED; POSTTENSIONING; PRE-CAST; PRECAST BRIDGES; PULL OUT; SERVICEABILITY PROBLEMS; SHEAR CAPACITY; SHEAR TESTING; SPECIMEN GEOMETRY; STATE DEPARTMENTS OF TRANSPORTATIONS; ULTIMATE BEHAVIOR; ULTIMATE SHEAR STRENGTH; WELDED CONNECTIONS;

BRIDGE DECKS; BRIDGES; CONCRETE CONSTRUCTION; WAVEGUIDE COUPLERS; WELDING;

SHEAR FLOW;

EID: 84873806260     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000238     Document Type: Article

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