Technical Papers
Mar 2, 2017

Structural Performance of Prestressed Concrete Bridge Piles Using Duplex Stainless Steel Strands

Publication: Journal of Structural Engineering
Volume 143, Issue 7

Abstract

The use of duplex high-strength stainless steel (HSSS) Grade 2205 prestressing strand and austenitic stainless steel (SS) Grade 304 spiral wire reinforcement is proposed for reinforcing prestressed concrete piles in marine environments in order to provide a 100+ year service life. The study experimentally investigated 40.6-cm-square, 21.3-m-long piles, which were successfully driven to refusal without visible damage, extracted, and tested in flexure and shear. Flexural and shear strength of piles using duplex HSSS 2205 strands were greater than predicted by design specifications. Experimental prestress losses for piles using duplex HSSS 2205 strands were approximately 80% of the predicted losses by standard provisions and were not affected by pile driving and extraction. These findings indicate that duplex HSSS 2205 can be used for prestressing strands in combination with austenitic SS 304 for the transverse confinement and shear reinforcement for prestressed concrete piles, using the same design requirements and construction procedures used for conventional prestressing strand and wire reinforcement.

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Acknowledgments

The research reported herein was sponsored by the Georgia Department of Transportation through Research Project Number 11-34, Task Order Number 02-105. Mr. Paul Liles, Assistant Division Director of Engineering, Mr. Ben Rabun, Bridge and Structures Engineer, and Ms. Supriya Kamatkar, Research Engineer, of GDOT provided many valuable suggestions throughout the study. The opinions and conclusions expressed herein are those of the authors and do not represent the opinions, conclusions, policies, standards, or specifications of the Georgia Department of Transportation, the Federal Highway Administration, or of other cooperating organizations. Mr. Nan Gao assisted during flexure and shear testing, and Dr. Preet Singh guided and assisted in corrosion testing.

References

AASHTO. (2012). AASHTO LRFD bridge design specifications, 6th Ed., Washington, DC.
ACI (American Concrete Institute). (1992). “Prediction of creep, shrinkage, and temperature effects in concrete structures.”, Farmington Hills, MI.
ACI (American Concrete Institute). (2014a). “Building code requirements for structural concrete.”, Farmington Hills, MI.
ACI (American Concrete Institute). (2014b). “Guide for design and construction of waterfront and coastal concrete marine structures.” ACI 357.3R-14, Farmington Hills, MI.
ASTM. (2014). “Standard guide for conducting and evaluating galvanic corrosion tests in electrolytes.” ASTM G71-81, West Conshohocken, PA.
ASTM. (2015). “Standard test method for creep of concrete in compression.” ASTM C512/C512M-15, West Conshohocken, PA.
ASTM. (2016a). “Standard specification for carbon-steel wire and welded wire reinforcement, plain and deformed, for concrete.” ASTM A1064/A1064M-16b, West Conshohocken, PA.
ASTM. (2016b). “Standard specification for low-relaxation, seven-wire steel strand for prestressed concrete.” ASTM A416/A416M-16, West Conshohocken, PA.
Azizinamini, A., et al. (2013). “Design guide for bridges for service life.”, Transportation Research Board, National Academy of Sciences, Washington, DC.
GDOT (Georgia Department of Transportation). (2013). “GDOT standard specification 520.” ⟨http://www.dot.ga.gov/PartnerSmart/Business/Source/specs/ss520.pdf⟩ (Jan. 13, 2017).
Gjørv, O. E. (2014). Durability design of concrete structures in severe environments, CRC Press, Boca Raton, FL.
Mehta, P. K. (1991). Concrete in the marine environment, Elsevier, New York.
Moser, R. D., Holland, B., Kahn, L. F., Singh, P. M., and Kurtis, K. E. (2011). “Durability of precast prestressed concrete piles in marine environment: Reinforcement corrosion and mitigation—Part 1.”, Georgia Institute of Technology, Atlanta.
Moser, R. D., Singh, P., Kahn, L. F., and Kurtis, K. E. (2012). “Durability of precast prestressed concrete piles in marine environment. Part 2: Stainless steel prestressing strand and wire.”, Georgia Institute of Technology, Atlanta.
Paul, A., Kahn, L. F., and Kurtis, K. (2015). “Corrosion-free precast prestressed concrete piles made with stainless steel reinforcement: Construction, test and evaluation.”, Georgia Institute of Technology, Atlanta.
Schuetz, D. P. (2013). “Investigation of high strength stainless steel prestressing strands.” M.S. thesis, Georgia Institute of Technology, Atlanta.
Wight, J. K., and MacGregor, J. G. (2011). Reinforced concrete: Mechanics and design, 6th Ed., Prentice Hall, Upper Saddle River, NJ.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 7July 2017

History

Received: Jan 22, 2016
Accepted: Dec 7, 2016
Published online: Mar 2, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 2, 2017

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Authors

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Assistant Professor, Facultad de Ingeniería y Ciencias Aplicadas, Universidad de los Andes, Chile, 7620001, Chile (corresponding author). ORCID: https://orcid.org/0000-0002-3644-9112. E-mail: [email protected]
Lorintz B. Gleich, M.ASCE [email protected]
P.E.
Captain, U.S. Army, and Assistant Professor, Dept. of Civil and Mechanical Engineering, U.S. Military Academy, West Point, NY 10996. E-mail: [email protected]
Lawrence F. Kahn, Ph.D., F.ASCE [email protected]
P.E.
Professor Emeritus, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355. E-mail: [email protected]

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