Discussion of “Design Approach for Calculating Deflection of FRP-Reinforced Concrete” by Peter H. Bischoff and Shawn P. Gross
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Hayder A. Rasheed [email protected] and Quinn M. Jacobs [email protected]Author Affiliations
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, 465.
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., and Gross, S. P. (2011). “Equivalent moment of inertia based on integration of curvature.” J. Compos. Constr., 15(3), 263–273.
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.
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© 2013 American Society of Civil Engineers.
History
Received: Jan 21, 2012
Accepted: Apr 4, 2012
Published online: Jan 15, 2013
Published in print: Feb 1, 2013
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F.ASCE
Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506 (corresponding author). E-mail: [email protected]
Graduate Student, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506. E-mail: [email protected]
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