Discussions and Closures
Sep 15, 2021

Discussion of “Evaluation of Pretensioned Girders with Partial-Strand Debonding” by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G. Russell

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Publication: Journal of Bridge Engineering
Volume 26, Issue 11
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References

AASHTO. 2017. LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.
Bolduc, M. W., A. Gaur, B. M. Shahrooz, K. A. Harries, R. A. Miller, and H. G. Russell. 2020. “Evaluation of pretensioned girders with partial-strand debonding.” J. Bridge Eng. 25 (8): 04020059. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001585.
Garber, D. B., J. M. Gallardo, D. J. Deschenes, and O. Bayrak. 2016. “Nontraditional shear failures in bulb-t prestressed concrete bridge girders.” J. Bridge Eng. 21 (7): 04016030. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000890.
Murray, C. D., B. N. Cranor, R. W. Floyd, and J. S. Pei. 2019. “Experimental testing of older AASHTO Type II bridge girders with corrosion damage at the ends.” PCI J. 64 (1): 49–64. https://doi.org/10.15554/pcij64.1-02.
Naji, B., and B. E. Ross. 2017. “Evaluation of the AASHTO LRFD strand debonding limitations in the context of bond-loss failure.” J. Struct. Integrity Maint. 2 (1): 22–28. https://doi.org/10.1080/24705314.2017.1280590.
Naji, B., B. E. Ross, and A. Khademi. 2018. “Analysis of bond-loss resistance models for pretensioned I-girders.” PCI J. 63 (1): 40–56.
Naji, B., B. E. Ross, and W. R. Floyd. 2017. “Characterization of bond-loss failures in pretensioned concrete girders.” J. Bridge Eng. 22 (4): 06016013. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001025.
Ross, B. E., M. H. Ansley, and H. R. Hamilton, III. 2011. “Load testing of 30-year-old AASHTO Type III highway bridge girders.” PCI J. 56 (4): 152–163. https://doi.org/10.15554/pcij.09012011.152.163.
Ross, B. E., H. R. Hamilton, and G. R. Consolazio. 2014. “Experimental study of end region detailing and shear behavior of concrete I-girders.” J. Bridge Eng. 20 (6): 04014087. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000676.
Ross, B. E., and B. Naji. 2014. “Model for nominal bond-shear capacity of pretensioned concrete girders.” Transp. Res. Rec. 2406 (1): 79–86. https://doi.org/10.3141/2406-09.
Shahrooz, B. M., R. A. Miller, K. A. Harries, Q. Yu, and H. G. Russel. 2017. Strand debonding for pretensioned girders. National Academies of Sciences, Engineering, and Medicine. Washington, DC: National Academies Press.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 26Issue 11November 2021

History

Received: Aug 29, 2020
Accepted: Oct 16, 2020
Published online: Sep 15, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 15, 2022

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Authors

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Cottingham Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634 (corresponding author). ORCID: https://orcid.org/0000-0003-2418-7298. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174. ORCID: https://orcid.org/0000-0001-9561-0538.

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