Effects of steam curing temperature on early prestress losses in high-performance concrete beams

Transportation Research Record

Volumn , Issue 1813, 2002, Pages 218-228

  Idriss, Rola L ^a   Solano, Amor ^b  

^a Horeshoe Cir Jett Hall   (United States)

^b CSR Prestress   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

SENSORS; STRESSES; TEMPERATURE MEASUREMENT; THERMOCOUPLES;

HIGH-PERFORMANCE CONCRETE BEAMS; PRESTRESS LOSSES; STEAM CURING TEMPERATURE;

CONCRETE BEAMS AND GIRDERS;

EID: 0036964239     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1813-26     Document Type: Article

References (14)

1. AASHTO Load and Resistance Factor Design Bridge Design Specifications, 2nd ed. AASHTO, Washington, D.C., 1998.
2. Prestressed Concrete Institute Committee on Prestress Losses. Recommendation for Estimating Prestress Losses. PCI Journal, Vol. 20, No. 4, July-Aug. 1975, pp. 44-75.
3. Li, D., M. J. Chajes, and H. W. Shenton III. Prestress Losses in HPC Girders: Before and After Transfer. Presented at 80th Annual Meeting of the Transportation Research Board, Washington, D.C., 2001.
4. Byle, K. A., N. H. Burns, and R. L. Carrasquillo. Time-Dependent Deformation Behavior of Prestressed High Performance Concrete Bridge Beams. Research Report 580-6. Center for Transportation Research, University of Texas at Austin, Oct. 1997.
5. Roller, J. J., H. G. Russell, R. N. Bruce, and Performance of Prestressed High Strength Concrete Bridge Girders. PCI Journal, Vol. 38, No. 3, May-June 1993, pp. 34-45.
6. Roller, J. J., H. G. Russell, R. N. Bruce, and B. T. Martin. Long-Term Performance of Prestressed, Pretensioned High Strength Concrete Bridge Girders. PCI Journal, Vol. 40, No. 6, Nov.-Dec. 1995, pp. 48-59.
7. Barr, P., E. Fekete, M. Eberhard, J. Stanton, B. Khaleghi, and J. C. Hsieh. High Performance Concrete in Washington State SR 18/SR 516 Overcrossing: Interim Report on Girder Monitoring. Publication FHWA-RD-00-.070. FHWA, U.S. Department of Transportation, April 2000.
8. Alborn, T. M., C. K. Shield, and C. W. French. Behavior of Two Long-Span High Strength Concrete Prestressed Bridge Girders. Worldwide Advances in Structural Concrete and Masonry. Proc., CCMS Symposium, held in conjunction with Structures Congress XIV, April 15-18, 1996, ASCE, 1996, pp. 141-152.
9. Design and Control of Concrete Mixtures, 13th ed. Portland Cement Association, Skokie, Ill., 1988.
10. Mehta, K. P., and P. J. M. Monteiro. Concrete: Structure, Properties, and Materials, 2nd ed. Prentice Hall, Englewood Cliffs, N.J., 1993.
11. Neville, A. M. Properties of Concrete, 4th ed. Longman Group Limited, Essex, England, 1995.
12. Building Codes for Structural Concrete (ACI 318-99) and Commentary (318R-99). American Concrete Institute, Farmington Hills, Mich., 1999.
13. Carrasquillo, L. R., A. Nilson, and F. Slate. Properties of High-Strength Concrete Subject to Short Term Load. ACI Journal, Vol. 78, No. 3, May-June 1981.
14. ACI Committee 363. State-of-the-Art Report on High Strength Concrete. ACI Journal, Vol. 81, No. 4. July-Aug. 1984, pp. 364-404.