Deflection assessment of an FRP-reinforced concrete bridge

American Concrete Institute, ACI Special Publication

Volumn SP-210, Issue , 2003, Pages 225-246

  Kleinhans, D D ^a   Prota, A ^b   Nanni, A ^b  

^a Modjeski and Masters Inc ^*  (United States)

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

Author keywords

Bridge structure; Carbon; Deflection; Design guidelines; FRP; Glass; In situ testing; Lateral distribution of load; Reinforced concrete

Indexed keywords

BRIDGES; CONCRETE CONSTRUCTION; CONCRETE SLABS; DEFLECTION (STRUCTURES); TRUCKS;

CONCRETE REINFORCED; CONCRETE SLAB BRIDGES; DESIGN AND CONSTRUCTION; LABORATORY TESTING; LONG TERM PERFORMANCE; PRECAST PANELS; SHEAR REINFORCEMENT; TENSILE REINFORCEMENT;

REINFORCED CONCRETE;

EID: 84924367308     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Stone, D., A. Nanni, and J. Myers. Field and Laboratory Performance of FRP Bridge Panels. In Proceedings of the International Conference on Composites in Construction - CCC 2001, Porto, Portugal, Oct. 10-12, 2001.
2. ACI Committee 440. Guide for the Design and Construction of Concrete Reinforced with FRP Bars. 440.1R-01, American Concrete Institute, Farmington Hills, MI, 2001, pp. 41.
3. Micelli, F. and A. Nanni. Mechanical Properties and Durability of FRP Rods. CIES report 00-22, March 2001.
4. Stone, D., A. Prota and A. Nanni. Performance Evaluation of an FRP-Reinforced Concrete Bridge, 8 1 s t Annual Transportation Research Board Meeting, CD-Rom proceedings, January 13-17, 2002, Washington, D.C.