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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Washington, DC: The National Academies Press. doi: 10.17226/13916.
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Page 119
Page 120
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Washington, DC: The National Academies Press. doi: 10.17226/13916.
×
Page 120
Page 121
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2008. Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Washington, DC: The National Academies Press. doi: 10.17226/13916.
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119 AASHTO (1998). AASHTO LRFD Bridge Design Specifications, 2nd ed., including 1999, 2000, and 2001 interim revisions. AASHTO, Washington, DC. AASHTO (2004). AASHTO LRFD Bridge Design Specifications, 3rd ed., with 2005 and 2006 interim revisions. AASHTO, Washington, DC. AASHTO (2007). AASHTO LRFD Bridge Design Specifications, 4th ed., Customary U.S. Units. AASHTO, Washington, DC. Abrishami, H. H. and Mitchell, D. (1993). “Bond Characteristics of Pretensioned Strand.” ACI Materials Journal, Vol. 90, No. 3, May- June, 228–235. ACI (1963). Building Code Requirements for Reinforced Concrete (ACI 318-63). American Concrete Institute, Redford Station, Detroit, MI. ACI (1989). Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary (ACI 318R-89). American Concrete Institute, Farmington Hills, MI. ACI (1995). Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95). American Concrete Institute, Farmington Hills, MI. ACI (1999). Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99). American Concrete Institute, Farmington Hills, MI. ACI (2002). Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02). American Concrete Institute, Farmington Hills, MI. ACI (2005), ACI 318-05: Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farming- ton Hills, MI. ACI Committee 408 (1964). “A Guide for the Determination of Bond Strength in Beam Specimens.” Journal of the American Concrete Institute, Vol. 61, No. 2, February, 129–135. ACI Committee 408 (1966). “Bond Stress—The State of the Art.” ACI Journal Proceedings, Vol. 63, No. 11, November, 1161–1188. ACI Committee 408 (1970). “Opportunities in Bond Research.” ACI Journal Proceedings, Vol. 67, No. 11, November, 857–867. ACI Committee 408 (2003). “Bond and Development of Straight Rein- forcing Bars in Tension (408R-03). Technical Documents, Ameri- can Concrete Institute, Farmington Hills, MI. Azizinamini, A., Darwin, D., Eligehausen, R., Pavel, R., and Gosh, S.K. (1999b). “Proposed Modifications to ACI 318-95 Tension Devel- opment and Lap Splice for High-Strength Concrete.” Structural Journal of the American Concrete Institute, Vol. 96, No. 6, November- December, 922–926. Azizinamini, A., Pavel, R., Hatfield, E., and Gosh, S.K. (1999a). “Behav- ior of Spliced Reinforcing Bars Embedded in High-Strength Concrete.” Structural Journal of the American Concrete Institute, Vol. 96, No. 5, September-October, 826–835. Azizinamini, A., Stark, M., Roller, J.J., and Gosh, S.K. (1993). “Bond Performance of Reinforcing Bars Embedded in High-Strength Concrete.” Structural Journal of the American Concrete Institute, Vol. 90, No. 5, September-October, 554–561. Barnes, R.W. and Burns, N.H. (2000). “Anchorage Behavior of 15.2 mm (0.6 in) Prestressing Strand in High Strength Concrete.” Presentation at PCI/FHWA/FIB International Symposium on High Performance Concrete, September 25–27, Orlando, FL, 484–493. Buckner, C.D. (1994). An Analysis of Transfer and Development Lengths for Pretensioned Concrete Structures, FHWA-RD-94-049. FHWA, U.S. DOT, Washington DC. Choi, O.C., Hadje-Ghaffari, H., Darwin, D., and McCabe S.L. (1990). “Bond of Epoxy-Coated Reinforcement to Concrete: Bar Parame- ters.” SM Report No. 25, University of Kansas Center for Research, Lawrence, KS. Choi, O.C., Hadje-Ghaffari, H., Darwin, D., and McCabe, S.L. (1991). “Bond of Epoxy-Coated Reinforcement: Bar Parameters.” ACI Materials Journal, Vol. 88, No. 2, 207–217. Clark, A.P. (1946). “Comparative Bond Efficiency of Deformed Con- crete Reinforcing Bars.” ACI Journal Proceedings, Vol. 43, No. 4, December, 381–400. Cleary, D.B. and Ramirez, J.A. (1993). “Epoxy-Coated Reinforcement Under Repeated Loading.” ACI Structural Journal, Vol. 90, No.4, July-August, 451–458. Cooke, D.E., Shing, P.B., Frangopol, D.M. (1998), “Colorado Study on Transfer and Development of Prestressing Strand in High Perfor- mance Concrete Box Girders,” University of Colorado Research Series No. CU/SR-97/4, April, 168 pp. Cousins, T.E., Johnston, D.W., and Zia, P. (1990). “Transfer and Devel- opment Length of Epoxy-Coated and Uncoated Prestressing Strands.” PCI Journal, Vol. 35, No. 3, July-August, 92–106. Cousins, T.E., Stallings, J.M, and Simmons, M.B (1993). “Effect of Strand Spacing on Development of Prestressing Strands,” Research Report, Alaska Department of Transportation and Public Facilities, August 1993. Darwin, D. and Graham, E.K. (1993a). “Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars.” SL Report 93-1, University of Kansas Center for Research, Lawrence, KS. References

120 Darwin, D. and Graham, E. K. (1993b). “Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars.” ACI Structural Journal, November-December, Vol. 90, No. 6, 646–657. Darwin, D., Tholen, M.L., Idun, E.K., and Zuo, J. (1996). “Splice Strength of High Relative Rib Area Reinforcing Bars.” ACI Struc- tural Journal, Vol. 93, No. 1, January-February, 95–107. Deatherage, J.H., Burdette, E.G., and Chew, C.K. (1994). “Development Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders.” PCI Journal, Vol. 39, No. 1, January-February, 70–83. DeVries, R.A., Moehle, J.P., and Hester, W., 1991. “Lap Splice of Plain and Epoxy-Coated Reinforcements: An Experimental Study Con- sidering Concrete Strength, Casting Position, and Anti-Bleeding Additives,” UCB/SEMM-91/02 Structural Engineering Mechanics and Materials, University of California, Berkeley, CA, January. Ferguson, P.M. and Thompson, J.N. 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(1994). “Laboratory Bond Strength Testing of 0.6” 7-Wire Strand from 7 Different Manufac- turers,” Final Report. Department of Mining Engineering, Queen’s University, Kingston, Ontario, November. Jacob J. (1998). “Improved Shear Reinforcement Details for the End Regions of Prestressed Concrete Bridge Girders,” Masters Thesis. University of Oklahoma, Norman, OK. Jirsa, J.O. and Breen, J.E. (1981). Influence of Casting Position and Shear on Development and Splice Length—Design Recommendation, Research Report No. 242-3F. Center for Transportation Research, The University of Texas at Austin, Austin, TX. Johnston, D.W. and Zia, P. (1982). Bond Characteristics of Epoxy-Coated Reinforcing Bars, FHWA-NC-82-002. FHWA, U.S. DOT, Washing- ton, DC. Kaar, P.H., LaFraugh, R.W., and Mass, M.A. (1963). “Influence of Concrete Strength on Strand Transfer Length.” PCI Journal, Vol. 8, No. 5, October, 47–67. Kaar, P.H. and Magura, D.D. 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121 Pfister, J.P. and Mattock, A.H. (1963). “High Strength Bars as Concrete Reinforcement, Part 5. Lapped Splices in Concentrically Loaded Columns.” Journal of the PCA Research and Development Laborato- ries, Vol. 5, No. 2, May, 27–40. Pincheira, J. A., Rizkalla, S.H., Attiogbe, E.K. (1989). “Performance of Welded Wire Fabric as Shear Reinforcement under Cyclic Load- ing.” ACI Structural Journal, Vol. 86, No. 6, November-December, 728–735. Rabbat, B.G., Kaar, P.H., Russell, H.G., and Bruce, R.N. (1979). “Fa- tigue Tests of Pretensioned Girders with Blanketed and Draped Strands.” PCI Journal, Vol. 24, No. 4, July-August, 88–114. Roberts-Wollmann, C., Cousins, T., Gomez, J., and Ozyildirim, C. (2000). “Use of High Performance Concrete in a Bridge Structure in Virginia.” Presented at the PCI/FHWA/FIB International Sym- posium on High Performance Concrete, September 25–27, Or- lando, FL. Rose, D.R. and Russell, B.W. 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TRB's National Cooperative Highway Research Program (NCHRP) Report 603: Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete explores recommended revisions to the American Association of State Highway and Transportation Officials Load and Resistance Factor Design (LRFD) Bridge Design Specifications, which are designed to extend the applicability of the transfer, development, and splice length provisions for prestressed and non-prestressed concrete members to concrete strengths greater than 10 ksi.

Appendices A and B are published as part of NCHRP Report 603. Appendices C through I are available online via the links below:

* Appendix C: Rectangular Beam Summaries-Strand D

* Appendix D: Rectangular Beam Summaries-Strands A&B

* Appendix E: Rectangular Beam Summaries-Strand A (0.6 in.)

* Appendix F: I-Beam Summaries-0.5-in. Strand

* Appendix G: I-Beam Summaries-0.6-in. Strand

* Appendix H: AASHTO Mxxx-Standard Test Method for the Bond of Prestressing Strands

* Appendix I: NASP Test Protocols

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