Service and ultimate load behavior of bridge deck reinforced with carbon FRP grid

Journal of Composites for Construction

Volumn 4, Issue 1, 2000, Pages 16-23

  Rahman, A H ^a   Kingsley, C Y ^a   Kobayashi, K ^b  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^b UNIVERSITY OF FUKUI   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; CONCRETE BRIDGES; CONCRETE REINFORCEMENTS; CONCRETE SLABS; COST EFFECTIVENESS; CRACKS; CYCLIC LOADS; DEFLECTION (STRUCTURES); DURABILITY; LOAD TESTING; STRESS ANALYSIS;

BRIDGE DECK SLAB; CONSTRUCTABILITY;

CARBON FIBER REINFORCED PLASTICS;

EID: 0034139263     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2000)4:1(16)     Document Type: Article

References (11)

1. Kobayashi, K., Rahman, A. H., and Fujisaki, T. (1997). "Crack width prediction for NEFMAC-reinforced flexural members." Proc., 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Struct. (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan.
2. "Ontario Highway Bridge Design Code." (1991). Ministry of Transportation Ontario, Canada.
3. Rahman, A. H., Adimi, R., and Crimi, J. (1997a). "Fatigue behaviour of a carbon FRP grid encased in concrete." Proc., 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Struct. (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan.
4. Rahman, A. H., and Kingsley, C. Y. (1996). "Fatigue behaviour of a fibre-reinforced-plastic grid as reinforcement for concrete." Proc., 2nd Int. Conf. on Compos, in Infrastructure (ICCI'96), H. Saadatmanesh and M. Ehsani, eds., University of Arizona, Tucson, Arizona, 427-39.
5. Rahman, A. H., Kingsley, C. Y., and Crimi, J. (1995a). "Behaviour of FRP grid reinforcement for concrete under sustained load." Proc., 2nd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Struct. (FRPRCS-2), RILEM 29, L. Taerwe, ed., E & FN Spon, London, 90-99.
6. Rahman, A. H., Kingsley, C. Y., and Crimi, J. (1996). "Durability of a FRP grid reinforcement." Proc., 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct. (ACMBS-2), Canadian Society for Civil Engineering, Montreal, Canada.
7. Rahman, A. H., Kingsley, C. Y.. and Crimi. J. (I997b). "An FRP grid for bridge deck reinforcement." Proc., Int. Compos. Expo. (ICE'97), Composites Institute, New York.
8. Rahman, A. H., Kingsley, C. Y., and Taylor, D. A. (1995b). "Thermal stress in FRP-reinforced concrete." Proc., CSCE Annu. Conf., Vol. II, Canadian Society for Civil Engineering. Montreal, Canada, 605-614.
9. Rahman, A. H., Lauzier, C., Kingsley. C. Y., Richard, J., and Crimi, J. (1998). "Experimental investigation of the mechanism of deterioration of FRP reinforcement for concrete." Proc., 2nd Int. Conf. on Compos. in Infrastructure (ICCI'98), H. Saadatmanesh and M. Ehsani, eds., University of Arizona, Tucson, Ariz.
10. Rahman. A. H., Taylor. D. A., and Kingsley. C. Y. (1993). "Evaluation of FRP as reinforcement for concrete bridges." Proc., Int. Symp. on Fiber Reinforced Plastic Reinforcement for Concrete Struct., ACI-SP 138. American Concrete Institute, Detroit, 71-86.
11. Takewaka, K., and Khin, M. (1996). "Deterioration and stress-rupture of FRP rods in alkaline solution simulating as concrete environment." Proc., 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct. (ACMBS-2), Canadian Society for Civil Engineering. Montreal. Canada.