Discussion of “Equivalent Unbonded Length for Modeling of Multistrand Tendons in Precast Segmental Construction” by Marc J. Veletzos and José I. Restrepo
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 20, Issue 9
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References
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Martí-Vargas, J. R., García-Taengua, E., Caro, L. A., and Serna, P. (2014). “Measuring specific parameters in pretensioned concrete members using a single testing technique.” Measurement, 49(Mar), 421–432.
Martí-Vargas, J. R., Serna, P., and Hale, W. M. (2013). “Strand bond performance in prestressed concrete accounting for bond slip.” Eng. Struct., 51(Jun), 236–244.
Martí-Vargas, J. R., Serna, P., Navarro-Gregori, J., and Pallarés, L. (2012). “Bond of 13 mm prestressing steel strands in pretensioned concrete members.” Eng. Struct., 41(Aug), 403–412.
Veletzos, M. J., and Restrepo, J. I. (2011). “Modeling of jointed connections in segmental bridges.” J. Bridge Eng., 139–147.
Viúla Faria, D. M., Lúcio, V. J. G., and Ramos, A. P. (2011). “Pull-out and push-in tests of bonded steel strands.” Mag. Concr. Res., 63(9), 689–705.
Viúla Faria, D. M., Lúcio, V. J. G., Ramos, A. P., and Martí-Vargas, J. R. (2013). “Discussion: Pull-out and push-in tests of bonded steel strands.” Mag. Concr. Res., 65(18), 1128–1131.
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Published In
Journal of Bridge Engineering
Volume 20 • Issue 9 • September 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: May 29, 2014
Accepted: Aug 18, 2014
Published online: Nov 4, 2014
Published in print: Sep 1, 2015
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