Thermal Prestress Losses in Normal- and High-Early-Strength Concrete
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OpenAlex topics: Concrete and Cement Materials Research · Concrete Properties and Behavior · Innovative concrete reinforcement materials
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References (21)
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1. BS EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings,” Section 8.10.2, European Committee for Standardization, Brussels, Belgium, 2004, pp. 146-148.
2. fib, “fib Model Code for Concrete Structures 2010,” International Federation for Structural Concrete, Lausanne, Switzerland, 2013, 434 pp.10.1002/9783433604090 ↗
3. 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)10.1061/(ASCE)1084-0702(2005)10:2(186) ↗
4. Lee, S.; Kim, Y.; Ko, M.; and Lee, C., “Assessment of Thermal Prestress Loss with Retensioning Tests,” ACI Structural Journal, V. 116, No. 6, Nov. 2019, pp. 87-96. doi: 10.14359/5171800410.14359/51718004 ↗
5. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.
6. AASHTO, “AASHTO LRFD Bridge Design Specifications,” fifth edition, American Association of State Highway and Transportation Officials, Washington, DC, 2010.
7. Rizkalla, S.; Zia, P.; and Storm, T., “Predicting Camber, Deflection, and Prestress Losses in Prestressed Concrete Members,” Report No. FHWA/NC/2010-05, North Carolina Department of Transportation Research and Analysis Group, Raleigh, NC, 2011, pp. 10-22.
8. Ahlborn, T. M.; French, C. E.; and Shield, C. K., “High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior,” Report No. MN/RC-2000-32, Minnesota Department of Transportation, St. Paul, MN, Nov. 2000, 384 pp.
9. 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, 67 pp.
10. 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.03012003.72.7910.15554/pcij.03012003.72.79 ↗
11. 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.
12. 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), D. Anderson, C. Ventura, D. Harvey, and M. Hoit, eds., Vancouver, BC, Canada, 2008, pp. 1-10.10.1061/41016(314)32 ↗
13. 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, 2003, 73 pp.
14. Lee, S., and Lee, C., “Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing,” Journal of Structural Engineering, ASCE, V. 148, No. 3, 2022. doi: 10.1061/(ASCE)ST.1943-541X.000329010.1061/(ASCE)ST.1943-541X.0003290 ↗
15. Schindler, A. K., and Folliard, K. J., “Heat of Hydration Models for Cementitious Materials,” ACI Materials Journal, V. 102, No. 1, Jan.-Feb. 2005, pp. 24-33.10.14359/14246 ↗
16. Sajedi, F., and Razak, H. A., “Effects of Curing Regimes and Cement Fineness on the Compressive Strength of Ordinary Portland Cement Mortars,” Construction and Building Materials, V. 25, No. 4, 2011, pp. 2036-2045. doi: 10.1016/j.conbuildmat.2010.11.04310.1016/j.conbuildmat.2010.11.043 ↗
17. Lee, C.; Lee, S.; and Nguyen, N., “Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures,” International Journal of Concrete Structures and Materials, V. 10, No. 2, 2016, pp. 205-219. doi: 10.1007/s40069-016-0147-610.1007/s40069-016-0147-6 ↗
18. Lee, S.; Nguyen, N.; Le, T. S.; and Lee, C., “Optimization of Curing Regimes for Precast Prestressed Members with Early-Strength Concrete,” International Journal of Concrete Structures and Materials, V. 10, No. 3, 2016, pp. 257-269. doi: 10.1007/s40069-016-0154-710.1007/s40069-016-0154-7 ↗
19. Lee, S., and Lee, C., “Numerical Search of the Optimum Curing Regimes for High-Early-Strength Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 32, No. 4, 2020, p. 04020062. doi: 10.1061/(ASCE)MT.1943-5533.000314410.1061/(ASCE)MT.1943-5533.0003144 ↗
20. Ramezanianpour, A. A.; Khazali, M. H.; and Vosoughi, P., “Effect of Steam Curing Cycles on Strength and Durability of SCC: A Case Study in Precast Concrete,” Construction and Building Materials, V. 49, 2013, pp. 807-813. doi: 10.1016/j.conbuildmat.2013.08.04010.1016/j.conbuildmat.2013.08.040 ↗
21. Rimbos, P. G., “Prestress Recovery of Steam-Cured Pretensioned Concrete Members,” master’s thesis, Lehigh University, Bethlehem, PA, 1976.