Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement

ACI Structural Journal

Volumn 104, Issue 1, 2007, Pages 68-75

  Bischoff, Peter H ^a   Scanlon, Andrew ^b  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

^b The Pennsylvania State University   (United States)

Author keywords

Beam; Deflection; Reinforcement; Slab

Indexed keywords

BUILDING CODES; CONCRETE BEAMS AND GIRDERS; CONCRETE SLABS; DEFLECTION (STRUCTURES); FIBER REINFORCED PLASTICS; STIFFNESS;

BRANSON'S EXPRESSION; MOMENT OF INERTIA;

CONCRETE CONSTRUCTION;

EID: 33846979836     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. ACI Committee 318, 1963, "Building Code Requirements for Reinforced Concrete (ACI 318-63)," American Concrete Institute, Farmington Hills, Mich., 144 pp.
2. ACI Committee 318, 1971, "Building Code Requirements for Reinforced Concrete (ACI 318-71)," American Concrete Institute, Farmington Hills, Mich., 78 pp.
3. ACI Cominittee 318, 2005, "Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05)," American Concrete Institute, Farmington Hills, Mich., 430 pp.
4. ACI Committee 435, 1966, "Deflections of Reinforced Concrete Flexural. Members," ACI Journal, Proceedings V. 63, No. 6, pp. 637-674.
5. ACI Committee 440, 2006, "Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-06)," American Concrete Institute, Farmington Hills, Mich., 42 pp.
6. AS3600, 1994, "Australian Standard for Concrete Structures (AS3600)," Standards Australia, Sydney, Australia, 146 pp.
7. Bischoff, P. H., 2005a, "Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars," Journal of Structural Engineering, ASCE, V. 131, No. 5, pp. 752-767.
8. Bischoff, P. H., 2005b, "A Rational Proposal for Predicting Beam Deflection," 33rd Annual Conference of the Canadian Society for Civil Engineering, Toronto, Ontario, Canada, June 2-4, 2005, GC-299-1/10.
9. Bischoff, P. H., 2007, "Deflection Calculations of FRP Reinforced Concrete Beams Based on Modifications to the Existing Branson Equation," Journal of Composites for Construction, ASCE, V. 11, No. 1.
10. Branson, D. E., 1963, "Instantaneous and Time-Dependent Deflections of Simple and Continuous Reinforced Concrete Beams," Report No. 7, Alabama Highway Research Report, Bureau of Public Roads, Montgomery, Ala., 78 pp.
11. Gilbert, R. I., 2001, "Deflection Calculation and Control - Australian Code Amendments and Improvements," Code Provisions for Deflection Control in Concrete Structures, SP-203, E. G. Nawy and A. Scanlon, eds., American Concrete Institute, Farmington Hills, Mich., pp. 45-77.
12. Gilbert, R. I., 2006, discussion of "Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars," by Peter H. Bischoff, Journal of Structural Engineering, ASCE, V. 132, No. 8, pp. 1328-1330.
13. Rashid, M. A.; Mansur, M. A.; and Paramasivam, P., 2005, "Behavior of Aramid Fiber-Reinforced Polymer Reinforced High Strength Concrete Beams under Bending," Journal of Composites for Construction, ASCE, V. 9, No. 2, pp. 117-127.
14. SCCACI-SEAOSC Task Committee on Slender Walls, 1982, "Test Report on Slender Walls," Structural Engineers Association of Southern California, Los Angeles, Calif.
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