Assessment of Thermal Prestress Loss with Re-Tensioning Tests

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Assessment of Thermal Prestress Loss with Re-Tensioning Tests

Author(s): Songhee Lee, Yeonhee Kim, Minhyeok Ko, and Chadon Lee

Publication: Structural Journal

Volume: 116

Issue: 6

Appears on pages(s): 87-96

Keywords: analysis; pretensioning; re-tensioning test; steam curing; test; thermal prestress loss

DOI: 10.14359/51718004

Date: 11/1/2019

Abstract:
Re-tensioning tests were performed and analyzed to measure the thermal prestress loss (ΔfT) caused by elevated temperatures during the curing of precast and prestressed concrete members. A total of eight prismatic concrete beams were pretensioned with strands 12.7 mm (0.5 in.) in diameter. Experimental parameters were the concrete strength (f ′cd), initial prestress (fpi), and curing condition (steam curing versus air-dry curing at ambient temperature). Analytical expressions were derived for changes in prestress at different curing stages. Using those expressions and the retensioning test results, the time and temperature at bonding between the strand and the surrounding concrete were identified. The results indicate that ΔfT was only marginally influenced by f ′cd and fpi. However, ΔfT was observed to increase almost linearly with the additional increase in temperature until bonding.

Related References:

1. Barr, P. J.; Stanton, J. F.; and Eberhard, M. O., “Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders,” Journal of Bridge Engineering, ASCE, V. 10, No. 2, 2005, pp. 186-194. doi: 10.1061/(ASCE)1084-0702(2005)10:2(186)

2. Imbsen, R. A.; Vandershaf, D. E.; Schamber, R. A.; and Nutt, R. V., “NCHRP Report 276: Thermal Effects in Concrete Bridge Superstructures,” National Cooperative Highway Research Program, Transportation Research Board, National Research Council, Washington, DC, 1985, 108 pp.

3. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.

4. AASHTO, “AASHTO LRFD Bridge Design Specifications,” fifth edition, American Association of State Highway and Transportation Officials (AASHTO), Washington, DC, 2012.

5. European Committee for Standardization (CEN), “Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1),” CEN, Brussels, Belgium, 2004.

6. fib, “fib Model Code 2010: first complete draft — V. 1,” fib Bulletin No. 55, International Federation for Structural Concrete, Lausanne, Switzerland, 2010.

7. Rimbos, P. G., “Prestress Recovery of Steam-Cured Pretensioned Concrete Members,” master’s thesis, Lehigh University, Bethlehem, PA, 1976.

8. Rizkalla, S.; Zia, P.; and Storm, T., “Predicting Camber, Deflection, and Prestress Losses in Prestressed Concrete Members,” North Carolina Department of Transportation Research and Analysis Group, 2011, pp. 10-22.

9. Ahlborn, T.; French, C.; and Shield, C., “High Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior,” Report MN/RC-2000-32, Minnesota Department of Transportation, St. Paul, MN, 2000.

10. Bruce, R. N.; Russell, H. G.; Roller, J. J.; and Hassett, B. M., “Implementation of High-Performance Concrete in Louisiana Bridges,” Louisiana Transportation Research Center Report No. 310, Baton Rouge, LA, 2001.

11. Roller, J. J.; Russell, H. G.; Bruce, R. N.; and Hassett, B., “Effect of Curing Temperatures on High Strength Concrete Bridge Girders,” PCI Journal, V. 48, No. 2, 2003, pp. 72-79. doi: 10.15554/pcij.03012003.72.79

12. Erkmen, B.; Shield, C. K.; and French, C. E., “Self-Compacting Concrete (SCC) for Prestressed Bridge Girders,” Report No. MN/RC 2008-51, Minnesota Department of Transportation, St. Paul, MN, 2008, 347 pp.

13. Newhouse, C., and Wood, T., “The Effect of Temperature on the Effective Prestressing Force at Release for PCBT Girders,” Structures Congress 2008: Crossing Borders (ASCE), 2008, pp. 1-10.

14. Tadros, M. K.; Al-Omaishi, N.; Seguirant, S. J.; and Gallt, J. G., “Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders,” NCHRP Report 496, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC, 2003, 73 pp.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Edit Module Settings to define Page Content Reviewer