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Page 145
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Simplified Full-Depth Precast Concrete Deck Panel Systems. Washington, DC: The National Academies Press. doi: 10.17226/25319.
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Page 145
Page 146
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Simplified Full-Depth Precast Concrete Deck Panel Systems. Washington, DC: The National Academies Press. doi: 10.17226/25319.
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Page 146
Page 147
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Simplified Full-Depth Precast Concrete Deck Panel Systems. Washington, DC: The National Academies Press. doi: 10.17226/25319.
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Page 147

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Bibliography 147 Oesterle, R. G., A. F., Elremaily, Z. J., Ma, R. Eriksson, and C. Prussack. NCHRP Project 12-69 “Design and Construction Guidelines for Long-Span Decked Precast, Prestressed Concrete Girder Bridges.” Contractor’s Final Report. Transportation Research Board, Washington, D.C., 2009. http://onlinepubs.trb.org/onlinepubs/ nchrp/docs/NCHRP12-69_FR.pdf. Oliva, M., and P. Okumus. Composite Girder Connections for Precast Concrete Decks. Aspire Magazine, Summer 2013, pp. 44–45. Ollgaard, J. G., R. G. Slutter, and J. W. Fisher. Shear Strength of Stud Connectors in Lightweight and Normal Weight Concrete. Engineering Journal, Vol. 8, No. 2, 1971, p. 55. Popovics, S. Strength and Related Properties of Concrete: A Quantitative Approach. John Wiley & Sons, Inc., New York, 1998. Precast/Prestressed Concrete Institute. State-of-the-Art Report on Full-Depth Precast Concrete Bridge Deck Panels. Chicago, Ill., 2011A. Precast/Prestressed Concrete Institute. PCI Bridge Design Manual. 3rd ed., Chicago, Ill., 2011B. Precast/Prestressed Concrete Institute. Full Depth Deck Panels Guidelines for Accelerated Bridge Deck Replacement or Construction. 2nd edition, Chicago, Ill., 2011C. Provines, J., and J. Ocel. Strength and Fatigue Resistance of Clustered Shear Studs. In Proceedings of the World Steel Bridge Symposium, Toronto, Ontario, Canada, 2014A. Provines, J., and J. Ocel. Strength and Fatigue Resistance of Shear Stud Connectors. In Proceedings of the National Accelerated Bridge Construction Conference, Miami, Fla., 2014B. Ralls, M. L., B. Tang, S. Bhidé, B. Brecto, E. Calvert, H. Capers, D. Dorgan, E. Matsumoto, C. Napier, W. Nickas, and H. Russell. Prefabricated Bridge Elements and Systems in Japan and Europe. Report FHWA-PL-05-003. FHWA, U.S. Department of Transportation, 2005. Scholz, D. P., J. A. Wallenfelsz, C. Lijeron, and C. L. Roberts-Wollmann. Recommendations for the Connection Between Full-Depth Precast Bridge Deck Panel Systems and Precast I-Beams. Report FHWA/VTRC 07-CR17. Virginia Transportation Research Council and FHWA, U.S. Department of Transportation, 2007. Slutter, R. G., and G. C. Driscoll, Jr. Flexural Strength of Steel–Concrete Composite Beams. Journal of the Structural Division, Vol. 91, No. ST2, 1965, pp. 71–99. Special Report 249: Building Momentum for Change: Creating a Strategic Forum for Innovation in Highway Infrastructure. Transportation Research Board, Washington, D.C., 1996. http://www.trb.org/Publications/ Blurbs/153303.aspx. Stephen, E. Simulation of the Long-Term Behavior of Precast/Prestressed Concrete Bridges. MA thesis. University of Cincinnati, Ohio, 2006. Sullivan, S. R., C. L. R. Wollmann, and M. K. Swenty. Composite Behavior of Precast Concrete Bridge Deck–Panel Systems. PCI Journal, Vol. 56, No. 3, 2011, pp. 43–59. Sun, C. S., M. K. Tadros, K. C. Kopper, and T. N. Belill. Innovative Precast Concrete Adjacent-Box-Beam System Implemented in the St. Clair Road Bridge in Michigan. PCI Journal, Vol. 63, No. 3, 2018, pp. 41–50. Tadros, M. K., and M. C. Baishya. NCHRP Report 407: Rapid Replacement of Bridge Decks. TRB, National Research Council, Washington, D.C., 1998. Tadros, M. K., S. S. Badie, and M. R. Kamel. Girder/Deck Connection for Rapid Removal of Bridge Decks. PCI Journal, Vol. 47, No. 3, 2002, pp. 2–12. Tadros, M. K., and A. F. Girgis. Concrete Filled Steel Tube Arch. Nebraska Department of Roads, 2006. Timoshenko, S. Theory of Elastic Stability. McGraw–Hill Book Company, Inc., New York, 1936. Wells, Z. G., P. J. Barr, and P. H. James. Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Deck Panels. Journal of Bridge Engineering, Vol. 18, No. 10, 2013, pp. 1062–1073. Wipf, T., S. Sritharan, A. Abu-Hawash, B. Phares, and D. Bierwagen. Iowa’s Ultra-High Performance Concrete Implementation: Bridging Gaps in Structural Materials and Design. Research News, April 2011, pp. 1–12. Yamane, T., M. K. Tadros, S. S. Badie, and M. C. Baishya. Full-Depth Precast Prestressed Concrete Bridge Deck System. PCI Journal, Vol. 43, No. 3, 1998, pp. 50–66. Yura, J., T. Helwig, R. Herman, and C. Zhou. Global Lateral Buckling of I-Shaped Girder Systems. Journal of Structural Engineering, Vol. 134, No. 9, 2008, pp. 1487–1494. Zaki, A. R., and A. F. Girgis. Princess Margaret Bridge Rehabilitation. In Proceedings of the 6th International IABMAS Conference: Bridge Maintenance, Safety, Management, Resilience, and Sustainability (F. Biondini, and D. M. Frangopol, eds.). CRC Press, London, 2012. Zienkiewicz, O. C., R. L. Taylor, and J. Z. Zhu. The Finite Element Method: Its Basis and Fundamentals, 6th edition. Butterworth–Heinemann, UK, 2005. Zokaie, T., T. A. Osterkamp, and R. A. Imbsen. NCHRP Project 12-26 “Distribution of Wheel Loads on Highway Bridges.” NCHRP Research Results Digest, No. 187, Transportation Research Board, National Research Council, Washington, D.C., 1991.

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TRB’s National Cooperative Highway Research Program (NCHRP) Research Report 895: Simplified Full-Depth Precast Concrete Deck Panel Systems describes new connections between full-depth precast concrete deck panels and beams. These connections are simplified with regard to constructability, inspection during construction, reducing the impact of construction on traffic, and future deck replacement.The new system utilizes clustered shear connectors spaced up to six feet and connected to the deck system using ultra-high performance concrete. It also utilizes discrete joint connections to eliminate blind grouting. This report also presents proposed revisions to the AASHTO Bridge Design Specifications.

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