Strand Debonding for Pretensioned Girders (2017)

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102 Strand Debonding for Pretensioned Girders Hamilton, H. R. (2009) Shear Performance of Existing Prestressed Concrete Bridge Girders. Final Report, University of Florida, 160 pp. Hanna, K. E., Morcous, G., and Tadros, M. K. (2010) Design Aids of NU I-Girder Bridges, Nebraska Department of Roads. Project No. P322, Lincoln, NE, 115 pp. Hawkins, N. M., and Kuchma, D. A. (2007) NCHRP Report 579: Application of LRFD Bridge Design Specifica- tions to High-Strength Structural Concrete: Shear Provisions. Transportation Research Board of the National Academies, Washington, D.C., 195 pp. Jaber, F. (2016) Personal Communication, April 12, 2016. Kaar, P. H., and Magura, D. D. (1965) Effect of Strand Blanketing on Performance of Pretensioned Girders. Journal of the Prestressed Concrete Institute, 10(6), pp. 20–34. Kannel, J., French, C., and Stolarski, H. (1997) Release Methodology of Strands to Reduce End Cracking in Pre- tensioned Concrete Girders. PCI Journal, 42(1), 42–54. Krishnamurthy, D. (1971) The Shear Strength of I-Beams with Debonded Tendons. Materiaux et Constructions, 4(4), pp. 213–218. Larson, J., Heyen, W., and Halsey, L. (2009) Elastic Modulus Testing for SCC in Concrete Piling. Nebraska Depart- ment of Roads, Lincoln, NE, 2 pp. Ma, Z., Tadros, M. K., and Baishya, M. (2000) Shear Behavior of Pretensioned High-Strength Concrete Bridge I-Girders. ACI Structural Journal, 97(1), pp. 185–192. Moore, A. M. (2010) Shear Behavior of Prestressed Concrete U-Beams, MS Thesis, The University of Texas at Austin, 182 pp. Morcous, G., Hanna, K., and Tadros, M. K. (2010) Bottom Flange Reinforcement in NU I-Girders, Report. Project No. P331, University of Nebraska, 60 pp. Nagle, T. J., and Kuchma D. A. (2007) Nontraditional Limitations on the Shear Capacity of Prestressed Concrete Girders. Report No. NSEL-003, Urbana-Champaign, Illinois, 184 pp. Oliva, M. A., and Okumus, P. (2010) Finite Element Analysis of Wide flange Prestressed Girders to Understand and Control End Cracking. Research Update 12-16-2010, University of Wisconsin, Madison. PCI. (2011) Bridge Design Manual. Precast/Prestressed Concrete Institute, Chicago, IL. Rabbat, B. G., Kaar, P. H., Russell, H. G., and Bruce, R. N., Jr. (1979) Fatigue Tests of Pretensioned Girders with Blanketed and Draped Strands. PCI Journal, 24(4), July–August, pp. 88–115; Also, reprinted as PCA Research and Development Bulletin RD062.01D, Portland Cement Association, Skokie, IL. Ramberg, W., and Osgood, W. R. (1943) Description of Stress-Strain Curves by Three Parameters. National Advi- sory Committee on Aeronautics, TN 902. Ramirez, J. A., and Russell, B. W. (2008) NCHRP Report 603: Transfer, Development, and Splice Length for Strand/ Reinforcement in High-Strength Concrete. Transportation Research Board of the National Academies, Wash- ington, D.C., 121 pp. Ross, B. E., Hamilton, H. R., and Consolazio, G. R. (2013) Design Model for Confinement Reinforcement in Pre- tensioned Concrete I-Girders, Transportation Research Record: Journal of the Transportation Research Board, No. 2331, Washington, D.C., pp. 59–67. http://dx.doi.org/10.3141/2331-06. Russell, H. G. (2009) NCHRP Synthesis 393: Adjacent Precast Concrete Box Beam Bridges: Connection Details, Transportation Research Board of the National Academies, Washington, D.C., 75 pp. Russell, H. G., Bruce, R. N., and Roller, J. J. (2003) Shear Tests of High Performance Concrete Bulb-Tee Girders. Proceedings, 3rd International Symposium on High Performance Concrete and PCI National Bridge Conference, October 19–22, Orlando, FL, Precast/Prestressed Concrete Institute, Chicago, IL, Compact Disc. Russell, B. W., and Burns, N. H. (1993) Design Guidelines for Transfer, Development and Debonding of Large Diameter Severn Wire Strands in Pretensioned Concrete Girders. 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