Discussion of “Flexural Response of Concrete Beams Prestressed with AFRP Tendons: Numerical Investigation” by Yail J. Kim
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Volume 16, Issue 3
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References
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American Concrete Institute (ACI). (2004). “Prestressing concrete structures with FRP tendons.” ACI 440.4R-04, ACI Committee 440, Farmington Hills, MI.
Branson, D. E. (1968). “Design procedures for computing deflection.” J. Am. Concr. Inst.JACIAX, 65(9), 730–742.
Harajli, M. H., and Alameh, A. S. (1989). “Deflection of progressively cracking partially prestressed concrete flexural members.” PCI J.PCIJEE, 34(3), 94–128.
Japan Society of Civil Engineers (JSCE). (1997). “Recommendation for design and construction of concrete structures using continuous fiber reinforcing materials.” JSCE-Concrete Engineering Series 23, JSCE, Tokoyo, Japan.
Lees, J. M., and Burgoyne, C. J. (1999). “Experimental study of influence of bond on flexural behavior of concrete beams pre-tensioned with AFRPs.” ACI Struct. J., 96(3), 377–385.ASTJEG
McKay, K. S. (1992). “Aramid fibre reinforced plastic tendons in pretensioned concrete applications.” M.Eng. thesis, Royal Military College of Canada, Kingston, ON, Canada.
Sen, R., Mariscal, D., and Shahawy, M. (1993). “Durability of fiberglass pretensioned beams.” ACI Struct. J., 90(5), 525–533.ASTJEG
Sen, R., Shahawy, M., Rosas, J., and Sukumar, S. (1999). “Durability of aramid fiber-reinforced plastic pretensioned elements under tidal/thermal cycles.” ACI Struct. J., 96(1), 95–104.
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Information
Published In
Journal of Composites for Construction
Volume 16 • Issue 3 • June 2012
Pages: 354 - 356
Copyright
© 2012. American Society of Civil Engineers.
History
Received: May 1, 2011
Accepted: Aug 1, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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