Design and construction of a bridge deck using mild and post-tensioned FRP bars

American Concrete Institute, ACI Special Publication

Volumn SP-230, Issue , 2005, Pages 1121-1137

  Fico, Raffaello ^a   Galati, Nestore ^b   Prota, Andrea ^a   Nanni, Antonio ^b  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

Anchoring systems; Bridge deck; FRP tendons; Post tension

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE SLABS; CULVERTS; FIBER REINFORCED CONCRETE; FIBER REINFORCED PLASTICS; STEEL BRIDGES;

CFRP REINFORCEMENTS; CONCRETE SLAB BRIDGES; DESIGN AND CONSTRUCTION; FEASIBLE SOLUTION; PRE-CONSTRUCTION; SHEAR CAPACITY; STEEL REINFORCED CONCRETE; STEEL REINFORCEMENTS;

BRIDGE DECKS;

EID: 85111589421     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Galati N, G. Boschetto, A. Rizzo, R. Parretti and A. Nanni, 2004: “Pre-Construction Investigation for the Rehabilitation of a Bridge Using Internal FRP Technologies,” 4th International Conference on Advanced Composite Materials in Bridges and Structures - ACMBS-IV, July 20-23, 2004, Calgary, Alberta, Canada, CD-ROM version, 12
2. Hughes Brothers Inc, October 2003 “Hughes Brothers Reinforcements” Product Guide Specification, Web site: http://www.hughesbros.com.
3. Sika Corporation, July 2003, “SikaGrout 300 PT” Guide Specification, Web site: http://www.sikaconstruction.com.
4. Tureyen A. K. and Frosh R. J., 2003: “Concrete Shear Strength: Another Perspective”, ACI Structural Journal, VOL. 100, NO.5 pp. 609-615.