Serviceability of concrete beams prestressed by carbon-fiber-reinforced-plastic bars

ACI Structural Journal

Volumn 94, Issue 4, 1997, Pages 447-457

  Abdelrahman, Amr A ^a   Rizkalla, Sami H ^a  

^a NONE

Author keywords

Beam; Bond; Carbon; Cracking; Deflection; Deformability; Fiber reinforced plastic; Prestressed concrete; Serviceability

Indexed keywords

BENDING STRENGTH; CARBON FIBER REINFORCED PLASTICS; CONCRETE REINFORCEMENTS; COST EFFECTIVENESS; CRACK INITIATION; DEFLECTION (STRUCTURES); PRESTRESSED CONCRETE; TENSILE STRENGTH;

CONCRETE SERVICEABILITY; LOW JACKING STRESSES;

CONCRETE BEAMS AND GIRDERS;

EID: 0031186689     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. Rizkalla, S. H., and Tadros, G., "First Smart Bridge in Canada," Concrete International, V. 16, No. 6, June 1994, pp. 42-44.
2. Abdelrahman, A. A. "Serviceability of Concrete Beams Prestressed by Fiber Reinforced Plastic Tendons," Ph.D. Thesis, University of Manitoba, Nov. 1995, 350 pp.
3. Research Subcommittee on Continuous Fiber Reinforcing Material, "Design Concept for Concrete Members Using CFRM, Test Methods for CFRM and Concept for Durability of CFRM," English translation of the report of the JSCE, Japan, 1993, 164 pp.
4. Abdelrahman, A. A., Tadros, G. and Rizkalla, S. H., "Test Model for the First Canadian Smart Highway Bridge," ACI Structural Journal, V. 92, No. 4, July-Aug. 1995, pp.451-458.
5. Mitsubishi Kasei Corporation, "Leadline Carbon Fiber Rods," technical data, Japan, 1992, 40 pp.
6. Collins, M., and Mitchell, D., Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, 1991, 766 pp.
7. Naaman, A. E., "Ductility Implications For Prestressed and Partially Prestressed Concrete Structures Using Fiber Reinforced Plastic Reinforcement", Modern Prestressing Techniques and Their Applications, FIP'93 Symposium, Prestressed Concrete Engineering Association, Kyoto, Japan, Oct. 1993, pp. 757-766.
8. Leonhardt, F., "Crack Control in Concrete Structures," IABSE Surveys No. S-4/77, ZÜrich, 1977, 26 pp.
9. Comite Euro-International du Beton, CEB-FIP Model Code 1990, Design Code, Thomas Telford, 1993, 416 p.
10. Beeby, A. W., "Prediction of Crack Widths in Hardened Concrete," The Structural Engineer, V. 57A. No. 1, 1979, pp. 9-17.
11. Suri, K. M. and Dilger, W. H., "Crack Width of Partially Concrete Members," ACI JOURNAL, Proceedings V. 83, No. 5, Sept.-Oct.1986, pp. 784-797.
12. Goto, Y., "Cracks Formed in Concrete Around Deformed Tension Bars", ACI JOURNAL. Proceedings V. 68, Apr. 1971, pp. 244-251.