Closure to “Design Approach for Calculating Deflection of FRP-Reinforced Concrete” by Peter H. Bischoff and Shawn P. Gross
Publication: Journal of Composites for Construction
Volume 17, Issue 1
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References
ACI Committee 318. (2008). “Building code requirements for structural concrete and commentary.”, American Concrete Institute, Farmington Hills, MI.
ACI Committee 440. (2006). “Guide for the design and construction of concrete reinforced with FRP bars.”, American Concrete Institute, Farmington Hills, MI, 44.
Bischoff, P. H. (2005). “Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars.” J. Struct. Eng., 131(5), 752–767.
Bischoff, P. H., and Gross, S. P. (2011). “Equivalent moment of inertia based on integration of curvature.” J. Compos. Constr., 15(3), 263–273.
Bischoff, P. H., Gross, S., and Ospina, C. E. (2009). “The story behind proposed changes to ACI 440 deflection requirements for FRP reinforced concrete.” Serviceability of concrete members reinforced with internal/external FRP reinforcement, ACI SP-264, C. Ospina, P. Bischoff, and T. Alkhrdaji, eds., American Concrete Institute, Farmington Hills, MI, 53–76.
Bischoff, P. H., and Scanlon, A. (2007). “Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and FRP reinforcement.” ACI Struct. J., 104(1), 68–75.
Rasheed, H. A., Nayal, R., and Melhem, H. G. (2004). “Response prediction of concrete beams reinforced with FRP bars.” Compos. Struct., 65(2), 193–204.
Veysey, S., and Bischoff, P. H. (2011). “Designing FRP reinforced concrete for deflection control.” FRPRCS-10, Fiber-reinforced polymer reinforcement for concrete structures, ACI SP-275, R. Sen, R. Seracino, C. Shield, and W. Gold, eds., American Concrete Institute, Farmington Hills, Michigan, Paper 3, 1–23.
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© 2013 American Society of Civil Engineers.
History
Received: Jul 16, 2012
Accepted: Aug 7, 2012
Published online: Jan 15, 2013
Published in print: Feb 1, 2013
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