Estimation of Long-Term Prestress Losses in Post-Tensioned Girders
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Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Structural Load-Bearing Analysis
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References (11)
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1. AASHTO,AASHTO LRFD Bridge Design Specifications, 4th Edition, American Association of State Highway and Transportation Officials, Washington, DC, 2007.
2. Tadros, M. K.; Al-Omaishi, N.; Seguirant, S. J.; and Gallt, J. G., “Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders,”NCHRP Report496, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC, 2003.
3. Youakim, S., and Karbhari, V. M., “A Simplified Method for Prediction of Long-Term Prestress Loss in Post-Tensioned Concrete Bridges,”ReportNo. SSRP-06/21, Department of Structural Engineering, University of California at San Diego, La Jolla, CA, 2006.
4. Prediction of Long-Term Prestress Losses10.15554/pcij.03012007.116.130 ↗
5. Ghali, A.; Favre, R.; and Elbadry, M. M.,Concrete Structures: Stresses and Deformations, Third Edition, E&FN Spon Press, London and New York, 2002, 608 pp.
6. Prediction of Creep Effects using Age-Adjusted Effective Modulus Method
7. Shing, P. B., and Kottari, A., “Evaluation of Long-Term Prestress Losses in Post-tensioned Box-Girder Bridges,”ReportNo. SSRP-11/02, Department of Structural Engineering, University of California at San Diego, La Jolla, CA, 2011.
8. Lewis, M., and Karbhari, V. M., “Experimental Verification of the Influence of Time-Dependent Material Properties on Long-Term Bridge Characteristics,”ReportNo. SSRP-06/01, Department of Structural Engineering, University of California at San Diego, La Jolla, CA, 2006.
9. Kim, S. D., “Prediction of Long-Term Prestress Loss in Concrete Box Girder Bridges,” PhD dissertation, Department of Structural Engineering, University of California at San Diego, La Jolla, CA, 2009.
10. AASHTO,AASHTO LRFD Bridge Design Specifications, 3rd Edition, American Association of State Highway and Transportation Officials, Washington, DC, 2004.
11. A Study of Stress Relaxation in Prestressing Reinforcement