Discussion of “Deflection of FRP Prestressed Concrete Beams” by Shobeir Pirayeh Gar, John B. Mander, and Stefan Hurlebaus
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Volume 23, Issue 2
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References
ACI (American Concrete Institute). 2003. Control of deflection in concrete structures. ACI 435R-95. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). Forthcoming. “ACI 318-19: Building code requirements for structural concrete.” Public discussion draft, Dec. 21, 2018. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2015. Guide for the design and construction of concrete reinforced with fiber-reinforced polymer (FRP) bars. ACI 440.1R. Farmington Hills, MI: ACI.
Bischoff, P. H., and S. P. Gross. 2011. “Equivalent moment of inertia based on integration of curvature.” J. Compos. Constr. 15 (3): 263–273. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000164.
Bischoff, P. H., C. J. Naito, and J. P. Ingaglio. 2018. “Immediate deflection of partially prestressed concrete flexural members.” ACI Struct. J. 115 (6): 1683–1693. https://doi.org/10.14359/51702381.
Bischoff, P. H., and A. Scanlon. 2007. “Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and FRP reinforcement.” ACI Struct. J. 104 (1): 68–75.
Dolan, C. W., A. Nanni, H. R. Hamilton, and C. E. Bakis. 2001. Design recommendations for concrete structures prestressed with FRP tendons. Washington, DC: Federal Highway Administration.
Lees, J. M., and C. J. Burgoyne. 1999. “Experimental study of influence of bond on flexural behavior of concrete beams pretensioned with aramid fiber reinforced plastics.” ACI Struct. J. 96 (3): 377–385.
PCI (Precast/Prestressed Concrete Institute). 2010. PCI design handbook. 7th ed. Chicago: PCI.
Information & Authors
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Published In
Journal of Composites for Construction
Volume 23 • Issue 2 • April 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Jun 26, 2018
Accepted: Jul 18, 2018
Published online: Jan 29, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 29, 2019
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