Designing FRP reinforced concrete for deflection control

American Concrete Institute, ACI Special Publication

Volumn 1, Issue 275 SP, 2011, Pages 33-55

  Veysey, Stuart ^a   Bischoff, Peter H ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

Beams; Deflection; Effective moment of inertia; Fiber reinforced polymers (FRP); Reinforced concrete; Service loads; Serviceability; Strength

Indexed keywords

BEAMS; FIBER REINFORCED POLYMERS (FRP); MOMENT OF INERTIA; SERVICE LOADS; SERVICEABILITY; STRENGTH;

CONCRETE BUILDINGS; DESIGN; FIBER REINFORCED PLASTICS; LAMINATES; POLYMERS; REINFORCED CONCRETE; REINFORCEMENT;

DEFLECTION (STRUCTURES);

EID: 84856879493     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. ACI Committee 440, "Guide for the Design and Construction of Concrete Reinforced with FRP bars (ACI 440.1R-06)," American Concrete Institute, Farmington Hills, MI, 2006, 44 pp.
2. Bischoff, P.H., "Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars," Journal of Structural Engineering, V. 131, No. 5, 2005, pp.752-767.
3. Bischoff, P.H., Discussion to paper "Behavior of Aramid Fiber-Reinforced Polymer High Strength Concrete Beams under Bending" by M.A. Rashid, M.A. Mansur and P. Paramasivam, Journal of Composites for Construction, ASCE, V. 10, No. 4, 2006, pp. 367-368. (Pubitemid 44090924)
4. Bischoff, P.H.; Gross, S.; and Ospina, C.E., "The Story Behind Proposed Changes to ACI 440 Deflection Requirements for FRP-Reinforced Concrete," Serviceability of Concrete Members Reinforced with Internal/External FRP Reinforcement, SP-264, American Concrete Institute, Farmington Hills, MI, 2009, pp. 53-76.
5. Collins, M.P., and Mitchell, D., Prestressed Concrete Structures, Prentice-Hall Inc., Englewood Cliffs, New Jersey, 1991.
6. ISIS, "Reinforcing Concrete Structures with Fibre Reinforced Polymers," Design Manual No. 3, Version 2, ISIS Canada Corporation, Winnipeg, Canada, 2006.
7. Bischoff, P.H., and Scanlon, A., "Span-Depth Ratios for One-Way Members Based on ACI 318 Deflection Limits," ACI Structural Journal, V. 106, No. 5, 2009, pp. 617-626.
8. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary," American Concrete Institute, Farmington Hills, MI, 2008, 465 pp.
9. Rangan, B.V., "Control of Beam Deflections by Allowable Span-Depth Ratios," ACI Journal, V. 79, No. 5, 1982, pp. 372-377.
10. Gilbert, R.I., "Deflection Control of Slabs Using Allowable Span to Depth Ratios," ACI Journal, V. 82, No. 1, 1985, pp. 67-72. (Pubitemid 15457924)
11. Scanlon, A., and Choi, B.-S., "Evaluation of ACI 318 Minimum Thickness Requirements for One-Way Slabs," ACI Structural Journal, V. 96, No. 4, 1999, pp. 616-621.
12. FIB, "FRP Reinforcement in RC Structures," Bulletin 40, International Federation for Structural Concrete (FIB), Lausanne, Switzerland, 2007, 147 pp.