Shear Behavior of Post-Tensioned Girders
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
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References (22)
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1. Spliced I-Girder Bridges,” PhD dissertation, University of Texas at Austin, Austin, TX, Aug. 2015, 415 pp.
2. 2. Muttoni, A.; Burdet, O. L.; and Hars, E., “Effect of Duct Type on Shear Strength of Thin Webs,” ACI Structural Journal, V. 103, No. 5, Sept.-Oct. 2006, pp. 729-735.10.14359/16925 ↗
3. 3. Wald, D. M., “Experimental Investigation of Crushing Capacity of I-Girder Webs Containing Post-Tensioning Ducts,” master’s thesis, University of Texas at Austin, Austin, TX, Dec. 2012, 228 pp.
4. 4. Leonhardt, F., “Abminderung der Tragfähigkeit des Betons infolge stabförmiger, rechtwinklig zur Druckrichtung angeordneter Einlagen (Reduction of Concrete Compressive Strength due to Rods Inserted Perpendicularly to the Loading),” Festschrift Rüsch, Berlin, Germany, 1969, pp. 71-78. (in German)
5. 5. Moore, A. M.; Williams, C. S.; Al-Tarafany, D.; Felan, J. O.; Massey, J. B.; Nguyen, T.; Schmidt, K.; Wald, D. M.; Bayrak, O.; Jirsa, J. O.; and Ghannoum, W. M., “Shear Behavior of Spliced Post-Tensioned Girders,” Report No. FHWA/TX-14/0-6652-1, Center for Transportation Research, University of Texas at Austin, Austin, TX, 2015, 219 pp.
6. 6. AASHTO LRFD, “Bridge Design Specifications,” seventh edition with 2016 Interim Revisions, American Association of State Highway and Transportation Officials, Washington, DC, 2014, 2150 pp.
7. 7. CEN European Committee for Standardization, “Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1),” Brussels, Belgium, 2004, 225 pp.
8. 8. “fib Model Code for Concrete Structures 2010,” Fédération internationale du béton, Lausanne, Switzerland, 2013, 434 pp.10.1002/9783433604090 ↗
9. 9. Campbell, T. I., and Batchelor, B., “Effective Width of Girder Web Containing Prestressing Duct,” Journal of the Structural Division, ASCE, V. 107, May 1981, pp. 733-744.10.1061/JSDEAG.0005701 ↗
10. 10. Campbell, T. I.; Batchelor, B.; and Chitnuyanondh, L., “Web Crushing in Concrete Girders with Prestressing Ducts in the Web,” PCI Journal, V. 24, No. 5, 1979, pp. 70-88. doi: 10.15554/pcij.09011979.70.8810.15554/pcij.09011979.70.88 ↗
11. 11. Chitnuyanondh, L., “Shear Failure of Concrete I-Beams with Prestressing Ducts in the Web,” PhD dissertation, Queen’s University, Kingston, ON, Canada, 1976, 249 pp.
12. 12. Clarke, J. L., and Taylor, H. P. J., “Web Crushing — A Review of Research,” Technical Report 42.509, Cement and Concrete Association, London, UK, 1975, 16 pp.
13. 13. Ganz, H. R.; Ahmad, A.; and Hitz, H., “Load Transfer through Concrete Sections with Grouted Ducts,” Report No. 242 e, VSL International Ltd., Berne, Switzerland, 1992, 32 pp.
14. 14. Rezai-Jorabi, H., and Regan, P. E., “Shear Resistance of Prestressed Concrete Beams with Inclined Tendons,” The Structural Engineer, V. 64B, No. 3, Sept. 1986, pp. 63-75.
15. 15. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
16. 16. PCI Bridge Design Manual, third edition, second release, Precast/Prestressed Concrete Institute, Chicago, IL, 2014, 1620 pp.
17. 17. ASTM A416/A416M-16, “Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete,” ASTM International, West Conshohocken, PA, 2016, 5 pp.
18. 18. ASTM A615/A615M-16, “Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 2016, 8 pp.
19. 19. ASTM C1107/C1107M-14a, “Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink),” ASTM International, West Conshohocken, PA, 2015, 6 pp.
20. 20. Hawkins, N. M., and Kuchma, D. A., “Application of LRFD Bridge Design Specifications to High-Strength Structural Concrete: Shear Provisions,” NCHRP Report 579, Transportation Research Board, Washington, DC, 2007, 206 pp.
21. 21. Birrcher, D. B.; Tuchscherer, R. G.; Huizinga, M. R.; Bayrak, O.; Wood, S. L.; and Jirsa, J. O., “Strength and Serviceability Design of Reinforced Concrete Deep Beams,” Report No. FHWA/TX-09/0-5253-1, Center for Transportation Research, University of Texas at Austin, Austin, TX, 2009, 400 pp.10.1061/41031(341)175 ↗
22. 22. Nakamura, E.; Avendaño, A. R.; and Bayrak, O., “Shear Database for Prestressed Concrete Members,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec. 2013, pp. 909-918.10.14359/51686147 ↗