Prestress Loss Database for Pretensioned Concrete Members

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Title: Prestress Loss Database for Pretensioned Concrete Members

Author(s): David B. Garber, José M. Gallardo, Dean J. Deschenes, and Oguzhan Bayrak

Publication: Structural Journal

Volume: 113

Issue: 2

Appears on pages(s): 313-324

Keywords: database evaluation; prestress loss; prestressed bridge girder; pretensioned concrete

DOI: 10.14359/51688618

Date: 3/1/2016

Abstract:
A comprehensive experimental database containing 237 specimens from 27 different research studies was assembled during a larger research effort undertaken at the University of Texas at Austin to investigate three different short-term loss and four different longterm loss estimation procedures. The assembled database was filtered to eliminate specimens with incomplete information or those not adequately representing those found in the field (as a result of either being too small or overstressed at release). The specimens contained within this filtered database offered a diversity of characteristics well representative of beams found in bridges. This database was used to evaluate several different short- and longterm loss estimation procedures. The results of these evaluations can help to aid the designer in selection of an appropriate procedure for estimating prestress loss.

Related References:

1. Joint ACI-ASCE ACI Committee 423, “Guide to Estimating Prestress Losses (ACI 423.10R-16),” American Concrete Institute, Farmington Hills, MI, 2016.

2. Garber, D.; Gallardo, J.; Deschenes, D.; Dunkman, D.; and Bayrak, O., “Effect of New Prestress Loss Estimates on Pretensioned Concrete Bridge Girder Design,” Austin, TX, 2012.

3. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-63),” American Concrete Institute, Farmington Hills, MI, 1963, 77 pp.

4. Precast and Prestressed Concrete Institute (PCI), “PCI Design Handbook,” seventh edition, Precast and Prestressed Concrete Institute (PCI), Chicago, IL, 2010, pp. 5-87.

5. American Association of State Highway and Transportation Officials (AASHTO), “AASHTO LRFD Bridge Design Specification, Customary U.S. Units, 6th Edition,” Washington, DC, 2012.

6. Nilson, A. H., Design of Prestressed Concrete, second edition, John Wiley & Sons, Inc., New York, 1987.

7. Naaman, A. E., Prestressed Concrete Analysis and Design, third edition, Technopress 3000, Ann Arbor, MI, 2010.

8. Garber, D., “Effect of New Prestress Loss Estimation Procedure on Precast, Pretenioned Bridge Girders,” PhD dissertation, the University of Texas at Austin, Austin, TX, 2014.

9. Garber, D.; Gallardo, J.; Deschenes, D.; and Bayrak, O., “Experimental Investigation of Prestress Losses in Full-Scale Bridge Girders,” ACI Structural Journal, V. 112, No. 5, Sept.-Oct. 2015, pp. 553-564.

10. Gallardo, J., “Model of Strain-Related Prestress Loss in Pretensioned Simply Supported Bridge Girders,” the University of Texas at Austin, Austin, TX, 2014.

11. Gallardo, J.; Garber, D.; Deschenes, D.; and Bayrak, O., “Simplified Element-Based Model to Estimate Strain-Related Prestress Loss in Pretensioned Simply-Supported Bridge Girders,” CONCREEP, V. 10, 2015, 10 pp.

12. Swartz, B. D.; Scanlon, A.; and Schokker, A. J., “AASHTO LRFD Bridge Design Specifications Provisions for Loss of Prestress,” PCI Journal, V. 57, 2012, pp. 108-132.

13. Precast/Prestressed Concrete Institute (PCI) Committee on Prestress Losses, “Recommendations for Estimation of Prestress Losses,” PCI Journal, V. 20, 1975, pp. 44-75.

14. American Association of State Highway and Transportation Officials (AASHTO), “AASHTO LRFD Bridge Design Specification, Customary U.S. Units, third edition,” Washington, DC, 2004.

15. Neville, A. M.; Dilger, W. H.; and Brooks, J. J., Creep of Plain and Structural Concrete, Construction Press, 1983.

16. Tadros, M. K., Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders, Transportation Research Board, Washington, DC, 2003.

17. Birrcher, D. B., “Effects of Increasing the Allowable Compressive Stress at Release of Prestressed Concrete Girders,” the University of Texas at Austin, Austin, TX, 2006.

18. Schnittker, B., and Bayrak, O., “Allowable Compressive Stress at Prestress Transfer,” 2008.

19. Birrcher, D. B.; Bayrak, O.; and Kreger, M. E., “Effects of Increasing Allowable Compressive Stress at Prestress Transfer,” ACI Structural Journal, V. 107, No. 1, Jan.-Feb. 2010, pp. 21-31.


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