Investigation of efficient anchorage systems for shear and torsion retrofitting of box girder bridges

American Concrete Institute, ACI Special Publication

Volumn 2, Issue 275 SP, 2011, Pages 729-748

  Kalfat, R ^a   Al Mahaidi, R ^a,b   Williams, G ^c  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

^b MONASH UNIVERSITY   (Australia)

^c SINCLAIR KNIGHT MERZ   (Australia)

Author keywords

Anchorage; Bi directional; Bond strength; CFRP; Concrete; Fabric; Strengthening; Uni directional

Indexed keywords

ANCHORAGE SYSTEMS; BI-DIRECTIONAL; BOND STRESS; CARBON FIBRE REINFORCED POLYMER; CFRP LAMINATE; CFRP MATERIALS; DIRECT SHEAR; EFFECTIVE SOLUTION; END ANCHORAGE; EXPERIMENTAL PROGRAM; UNI-DIRECTIONAL;

ANCHORAGES (FOUNDATIONS); BOND STRENGTH (MATERIALS); BOX GIRDER BRIDGES; CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; CONCRETES; FABRICS; FIBER REINFORCED PLASTICS; LAMINATES; POLYMERS; REINFORCEMENT; RETROFITTING; STRENGTHENING (METAL); TORSIONAL STRESS;

TENSILE STRENGTH;

EID: 84856886670     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

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