Discussions and Closures
Dec 10, 2013

Discussion of “Performance of an AASHTO Beam Bridge Prestressed with CFRP Tendons” by Nabil Grace, Elin Jensen, Vasant Matsagar, and Prasadu Penjendra

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Publication: Journal of Bridge Engineering
Volume 19, Issue 3
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References

AASHTO. (2012). LRFD bridge design specifications, 6th Ed., Washington, DC.
American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11, Farmington Hills, MI.
Caro, L. A., Martí-Vargas, J. R., and Serna, P. (2012). “Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members.” Mech. Time-Depend. Mater.,.
Caro, L. A., Martí-Vargas, J. R., and Serna, P. (2013). “Prestress losses evaluation in prestressed concrete prismatic specimens.” Eng. Struct., 48(March), 704–715.
European Committee for Standardization (CEN). (2004). “Design of concrete structures, Part 1-1: General rules and rules for buildings.” Eurocode 2 EN 1992-1-1:2004:E, Brussels, Belgium.
Gerges, N., and Gergess, A. N. (2012). “Implication of increased live loads on the design of precast concrete bridge girders.” PCI J., 57(4), 78–95.
Martí-Vargas, J. R., Arbeláez, C. A., Serna-Ros, P., and Castro-Bugallo, C. (2007a). “Reliability of transfer length estimation from strand end slip.” ACI Struct. J., 104(4), 487–494.
Martí-Vargas, J. R., Arbeláez, C. A., Serna-Ros, P., Fernández-Prada, M. A., and Miguel-Sosa, P. F. (2006a). “Transfer and development lengths of concentrically prestressed concrete.” PCI J., 51(5), 74–85.
Martí-Vargas, J. R., Arbeláez, C. A., Serna-Ros, P., Navarro-Gregori, J., and Pallarés-Rubio, L. (2007b). “Analytical model for transfer length prediction of 13 mm prestressing strand.” Struct. Eng. Mech., 26(2), 211–229.
Martí-Vargas, J. R., Caro, L., and Serna, P. (2013a). “Experimental technique for measuring the long-term transfer length in prestressed concrete.” Strain, 49(2), 125–134.
Martí-Vargas, J. R., and Hale, W. M. (2013). “Predicting strand transfer length in pretensioned concrete: Eurocode versus North American practice.” J. Bridge Eng., 1270–1280.
Martí-Vargas, J. R., Serna, P., and Hale, W. M. (2013b). “Strand bond performance in prestressed concrete accounting for bond slip.” Eng. Struct., 51(June), 236–244.
Martí-Vargas, J. R., Serna, P., Navarro-Gregori, J., and Bonet, J. L. (2012a). “Effects of concrete composition on transmission length of prestressing strands.” Construct. Build. Mater., 27(1), 350–356.
Martí-Vargas, J. R., Serna, P., Navarro-Gregori, J., and Pallarés, L. (2012b). “Bond of 13 mm prestressing steel strands in pretensioned concrete members.” Eng. Struct., 41(August), 403–412.
Martí-Vargas, J. R., Serna-Ros, P., Fernández-Prada, M. A., Miguel-Sosa, P. F., and Arbeláez, C. A. (2006b). “Test method for determination of the transmission and anchorage lengths in prestressed reinforcement.” Mag. Concr. Res., 58(1), 21–29.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 19Issue 3March 2014

History

Received: Mar 28, 2013
Accepted: May 7, 2013
Published online: Dec 10, 2013
Published in print: Mar 1, 2014

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José R. Martí-Vargas [email protected]
Associate Professor, Institute of Concrete Science and Technology (ICITECH), Univ. Politècnica de València, 46022, Valencia, Spain. E-mail: [email protected]

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