Technical Papers
Feb 3, 2017

Unbonded Pretensioned Columns for Accelerated Bridge Construction in Seismic Regions

Publication: Journal of Bridge Engineering
Volume 22, Issue 5

Abstract

A new concept was developed to accelerate the construction of highway bridge bents, to improve their seismic resilience, and to make them more durable. On-site construction activities are accelerated by precasting the columns and cap beams and by using socket connections at the bottoms of the columns and grouted connections at the top. Unbonded pretensioning of the columns increases both the bridge’s seismic resilience (through improved recentering) and its durability (through reduced cracking), whereas precasting improves quality control. Previous researchers have incorporated unbonded posttensioning into structural systems to reduce postearthquake residual displacements, but pretensioning is preferable in terms of construction convenience, speed, and quality control. Epoxy coating also adds corrosion resistance to the pretensioned strands. Two cantilever concrete subassemblies, representing the top and bottom connections for a column, were subjected to constant axial load and cyclic lateral loading. The tests demonstrated that the new system recenters better than does a comparable RC column. Furthermore, the inelastic action was restricted to the columns, thereby validating the capacity protection of the connection regions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Funding for this research was provided by the Pacific Earthquake Engineering Research Center (PEER), TransNow, and the Valle Foundation of the University of Washington. The column specimens were fabricated by Concrete Technology Corporation. Vince Chaijaroen assisted with the laboratory testing. The support of all of the research participants is gratefully acknowledged.

References

AASHTO. (2009a). AASHTO guide specifications for LRFD seismic bridge design, Washington, DC.
AASHTO. (2009b). LRFD bridge design specifications, 4th Ed., 2009 Interim Revisions, Washington, DC.
Berry, M. P., and Eberhard, M. O. (2003). “Performance models for flexural damage in reinforced concrete columns.” Pacific Earthquake Engineering Research Center Rep. 2003, Univ. of California, Berkeley, CA.
Berry, M. P., and Eberhard, M. O. (2004). “PEER structural performance database user’s manual.” Pacific Earthquake Engineering Research Center Rep. 2004, Univ. of California, Berkeley, CA 〈http://depts.washington.edu/columdat/〉.
Billington, S. L., and Yoon, J. K. (2004). “Cyclic response of unbonded posttentioned precast columns with ductile fiber-reinforced concrete.” J. Bridge Eng., 353–363.
Building Seismic Safety Council for FEMA. (2004). NEHRP recommended provisions for seismic regulations and for new buildings and other structures (FEMA 450) 2003 ed., Washington, DC.
Christopoulos, C., Tremblay, R., Kim, H. J., and Lacerte, M. (2008). “Self-centering energy dissipative bracing system for the seismic resistance of structures: Development and validation.” J. Struct. Eng., 96–107.
Cohagen, L. S., Pang, J. B. K., Eberhard, M. O., and Stanton, J. F. (2008). “A precast concrete bridge bent designed to re-center after an earthquake.” Rep. No. WA-RD 684.3, Washington State Dept. of Transportation, Washington, DC.
Davis, P. M. (2011). “Unbonded pre-tensioned columns for bridges in seismic regions.” MSCE thesis, Univ. of Washington, Seattle.
FHWA (Federal Highway Administration). (2011). Accelerated bridge construction: Experience in design, fabrication and erection of prefabricated elements and systems, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Haraldsson, O. S., Janes, T. M., Eberhard, M. O., and Stanton, J. F. (2013). “Seismic resistance of socket connection between footing and precast column.” J. Bridge Eng., 910–919.
Iqbal, A., Pampanin, S., and Buchanan, A. H. (2010). “Seismic performance of prestressed timber beam-column sub-assemblies.” 2010 New Zealand Society for Earthquake Engineering Conf., New Zealand Society for Earthquake Engineering, Wellington, New Zealand, Paper 27.
Ishizuka, T., Hawkins, N. M., and Stanton, J. F. (1984). Experimental study of the seismic resistance of a concrete exterior column beam sub-assemblage containing unbonded post-tensioning tendons, Dept. of Civil Engineering, Univ. of Washington, Seattle.
Khaleghi, B., et al. (2012). “Accelerated bridge construction in Washington State: From research to practice.” PCI J., 57(4), 34–49.
Mahin, S. A., Sakai, J., Jeong, H., Espinoza, A., Hachem, M. M., and Buckman, B. (2005). “Shake table and analytical investigations of single column bents.” Proc., Caltrans Bridge Research Conf., California Transportation Foundation, Sacramento, CA, and California Dept. of Transportation, Los Angeles, Paper 01-501.
Marsh, L. M., Wernli, M., Garrett, B. E., Stanton, J. F., Eberhard, M. O., and Weinert, M. D. (2011). “Application of accelerated bridge construction connections in moderate-to-high seismic regions.” NCHRP Rep. 698, Transportation Research Board, Washington, DC.
Matsumoto, E. (2009). “Emulative precast bent cap connections for seismic regions: Grouted duct and cap pocket test results, design and construction specifications, design examples, and connection details.” ECS Rep. No. ECS-CSUS-2009-05, California State Univ., Sacramento, CA.
Matsumoto, E., Waggoner, M., Kreger, M., Vogel, J., and Wolf, L. (2008). “Development of a precast concrete bent-cap system.” PCI J., 53(3), 74–99.
Motaref, S., Saiidi, M. S., and Sanders, D. (2010). “Experimental study of precast bridge columns with built-in elastomer.” Transportation Research Record, 2202, 109–116.
Nakaki, S. D., Stanton, J. F., and Sritharan, S. (1999). “An overview of the PRESSS five story precast test building.” PCI J., 44(2), 26–39.
Pang, J. B. K., Eberhard, M. O., and Stanton, J. F. (2010). “Large-bar connection for precast bridge bents in seismic regions.” J. Bridge Eng., 231–239.
Pang, J. B. K., Steuck, K., Cohagen, L., Stanton, J. F., and Eberhard, M. O. (2008). “Rapidly constructable large-bar precast bridge-bent seismic connection.” Rep. No. WA-RD 684.2, Washington State Transportation Center, Seattle.
Priestley, M. J. N., and MacRae, G. A. (1996). “Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons.” PCI J., 41(1), 64–81.
Restrepo, J., Matsumoto, E., and Tobolski, M. (2011). “Development of precast bent cap systems for seismic regions.” NCHRP Rep. 681, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
Rojas, P., Ricles, J. M., and Sause, R. (2005). “Seismic performance of post-tensioned steel moment resisting frames with friction devices.” J. Struct. Eng., 529–540.
Rouse, J. M., and Billington, S. L. (2003). “Behavior of bridge piers with ductile fiber reinforced hinge regions and vertical, unbonded post-tensioning.” Proc., fib Symp. on Concrete Structures in Seismic Regions, Federation Internationale de la Precontrainte, Lausanne, Switzerland.
Stanton, J. F., Stone, W. C., and Cheok, G. S. (1997). “Hybrid reinforced precast frame for seismic regions.” PCI J., 42(2), 20–32.
Steuck, K., Pang, J., Stanton, J., and Eberhard, M. O. (2007). “Anchorage of large bars in grouted ducts.” Rep. WA-RD 684.1, Washington State Transportation Center, Seattle.
Steuck, K., Stanton, J. F., and Eberhard, M. O. (2009). “Anchorage of large-diameter reinforcing bars in ducts.” ACI Struct. J., 106(4), 506–513.
Stone, W. C., Cheok, G. S., and Stanton, J. F. (1995). “Beam-column connections subjected to cyclic loads.” ACI Struct. J., 92(2), 229–249.
Tran, H. V. (2012). “Drilled shaft socket connections for precast columns in seismic regions.” MSCE thesis, Univ. of Washington, Seattle.
Walsh, K., and Kurama, Y. (2012). “Effects of loading conditions on the behavior of unbonded post-tensioning strand-anchorage systems.” PCI J., 57(1), 76–96.
Weinert, M. D. (2011). “Substructure Connections for Accelerated Bridge Construction in Seismic Regions.” MSCE thesis, Univ. of Washington, Seattle.
Weldon, B., and Kurama, Y. (2010). “Experimental evaluation of post-tensioned precast concrete coupling beams.” J. Struct. Eng., 1066–1077.
Wight, G. D., and Ingham, J. M. (2008). “Tendon stress in unbonded post-tensioned masonry walls at nominal in-plane strength.” J. Struct. Eng., 938–946.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 22Issue 5May 2017

History

Received: Nov 26, 2012
Accepted: Jul 20, 2016
Published online: Feb 3, 2017
Published in print: May 1, 2017
Discussion open until: Jul 3, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Phillip M. Davis [email protected]
Design Engineer, SEFT Consulting Group, Beaverton, OR 97005; formerly, Designer, Degenkolb, Portland, OR 97205 (corresponding author). E-mail: [email protected]
Todd M. Janes
Missionary, ABWE International, Harrisburg, PA 17105; formerly, Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.
Olafur S. Haraldsson
Assistant Professor, Washington State Univ., Pullman, WA 99164; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.
Marc O. Eberhard
Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.
John F. Stanton
Professor, Univ. of Washington, Seattle, WA 98195.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share