Closure to “Performance of an AASHTO Beam Bridge Prestressed with CFRP Tendons” by Nabil Grace, Elin Jensen, Vasant Matsagar, and Prasadu Penjendra
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 19, Issue 3
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Acknowledgments
The writers thank José Martí-Vargas for his interest, insightful discussion, and thoughtful observations on the presented research paper.
References
AASHTO. (2005). AASHTO LRFD bridge design specifications, 3rd Ed., Washington, DC.
Fam, A. Z., Rizkalla, S. H., and Tadros, G. (1997). “Behavior of CFRP for prestressing and shear reinforcements of concrete highway bridges.” ACI Struct. J., 94(1), 77–86.
Grace, N. F. (2000). “Transfer length of CFRP/CFCC strands for double-T girders.” PCI J., 45(5), 110–126.
Grace, N. F., Enomoto, T., Abdel-Mohti, A., Tokal, Y., and Puravankara, S. (2008). “Flexural behavior of precast concrete box beams post-tensioned with unbonded, carbon-fiber-composite cables.” PCI J., 53(4), 62–82.
Grace, N. F., and Singh, S. B. (2003). “Design approach for carbon fiber reinforced polymer prestressed concrete bridge beams.” ACI Struct. J., 100(3), 365–376.
Michigan DOT (MDOT). (2011). “Bridge design guidelines: Superstructure.” 〈http://mdotcf.state.mi.us/public/design/englishbridgeguides/〉 (Aug. 29, 2013).
Penjendra, P. (2009). “Performance of a large-scale AASHTO type beam bridge model prestressed with innovative CFRP materials.” M.S. thesis, Lawrence Technological Univ., Southfield, MI.
Pennsylvania DOT (PennDOT). (2012). “Bridge standard drawings.” 〈http://www.dot.state.pa.us/Internet/BQADStandards.nsf/home?OpenFrameset〉 (Aug. 29, 2013).
Wisconsin DOT (WisDOT). (2013). “Bureau of structure: LRFD standard detail drawings.” 〈http://on.dot.wi.gov/dtid_bos/extranet/structures/LRFD/standards/Chap19.pdf〉 (Aug. 29, 2013).
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Published In
Journal of Bridge Engineering
Volume 19 • Issue 3 • March 2014
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Oct 3, 2013
Accepted: Oct 28, 2013
Published online: Dec 10, 2013
Published in print: Mar 1, 2014
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