Rationale for the ACI 440.1R-06 indirect deflection control design provisions

American Concrete Institute, ACI Special Publication

Volumn SP-230, Issue , 2005, Pages 651-669

  Ospina, Carlos E ^a   Gross, Shawn P ^b  

^a BERGER/ABAM Engineers Inc   (United States)

^b Villanova University   (United States)

Author keywords

Deflection; FRP reinforced members; Indirect deflection control; One way slabs; Serviceability design; Tension stiffening

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); FIBER REINFORCED PLASTICS; POLYMERS; STEEL FIBERS; STIFFNESS;

BOND CHARACTERISTICS; DEFLECTION CONTROL; FIBER REINFORCED POLYMERS; FUNDAMENTAL CONCEPTS; REINFORCED CONCRETE BEAMS; SERVICEABILITY DESIGNS; STEEL REINFORCEMENTS; TENSION STIFFENING EFFECTS;

FIBER REINFORCED CONCRETE;

EID: 80555123917     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. ACI Committee 435, “Allowable Deflections”, ACI Journal, Proceedings V. 65, No. 6, 1968, pp. 433-444.
2. ACI Committee 435, “State-of-the-Art Report, Deflection of Two Way Reinforced Concrete Floor Systems,” ACI SP 43-3, Deflections of Concrete Structures, 1974, pp. 55-81.
3. ACI Committee 435, “Proposed Revisions by Committee 435 to ACI Building Code and Commentary Provisions on Deflections,” ACI Journal, Proceedings V. 75, No. 6, 1978, pp. 229-238.
4. ACI Committee 440, "Guide for the Design and Construction of Concrete Reinforced with FRP Bars,” ACI 440.1R-06, American Concrete Institute, Farmington Hills.
5. Branson, D.E., Deformation of Concrete Structures, McGraw-Hill, New York, 1977, 546 pp.
6. Comité Euro-International du Béton (CEB) / Fédération Internationale de la Précontrainte (FIP), Model Code for Concrete Structures, MC-90, CEB, Thomas Telford House, 1990, London.
7. Gao, D., Benmokrane, B., and Masmoudi, R., “A Calculating Method of Flexural Properties of FRP-reinforced Concrete Beam: Part 1: Crack Width and Deflection,” Technical Report, Department of Civil Engineering, Université de Sherbrooke, Québec, 1998, 24 pp.
8. Hall T., "Deflections of Concrete Members Reinforced with Fibre Reinforced Polymer (FRP) Bars," M.Sc. Thesis, Department of Civil Engineering, The University of Calgary, Calgary, Canada, 2000, 292 pp.
9. Ospina, C.E., Alexander, S.D.B., and Cheng, J.J.R., “Behaviour of Concrete Slabs with Fibre-reinforced Polymer Reinforcement,” Structural Engineering Report No. 242, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada, 2001, 356 pp.
10. Yost, J.R., Gross, S.P., and Dinehart, D.W., “Effective Moment of Inertia for GFRP Reinforced Concrete Beams,” ACI Structural Journal, Vol. 100, No. 6, Nov.-Dec. 2003, pp. 732-739.