journal article·2018-03-01

Anchorage of Bundled Bars Grouted in Ducts

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ACI Structural Journal· Volume 115· Issue 2
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Geotechnical Engineering and Underground Structures

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References (27)

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1. Culmo, M. P., “Accelerated Bridge Construction—Experience in Design, Fabrication and Erection of Prefabricated Elements and Systems,” Report FHWA-HIF-12-013, Federal Highway Administration, Washington, DC, 2011, 347 pp.
2. Hällmark, R.; White, H.; and Collin, P., “Prefabricated Bridge Construction across Europe and America,” Practice Periodical on Structural Design and Construction, ASCE, V. 17, No. 3, 2012, pp. 82-92. doi: 10.1061/(ASCE)SC.1943-5576.000011610.1061/(ASCE)SC.1943-5576.0000116 ↗
3. Mash, M. L.; Wernli, M.; Garret, B. E.; Stanton, J. F.; Eberhard, M. O.; and Weinert, M. D., “Applications of Accelerated Bridge Construction Connections in Moderate-to-high Seismic Regions,” NCHRP Report 698, Transportation Research Board, Washington, DC, 2011, 65 pp.10.17226/14571 ↗
4. Matsumoto, E. E.; Waggoner, M. C.; Kreger, M. E.; Vogel, J.; and Wolf, L., “Development of a Precast Concrete Bent-Cap System,” PCI Journal, V. 53, No. 3, 2008, pp. 74-99. doi: 10.15554/pcij.05012008.74.9910.15554/pcij.05012008.74.99 ↗
5. Matsumoto, E. E.; Waggoner, M. C.; Kreger, M. E.; Wood, S. L.; and Breen, J. E., “Development of a Precast Bent Cap System,” Report FHWA/TX-0-1748-2, Center for Transportation Research, Austin, TX, 2001, 378 pp.
6. Raynor, D. J.; Leahman, D. E.; and Stanton, J. F., “Bond-Slip Response of Reinforced Bars Grouted in Ducts,” ACI Structural Journal, V. 99, No. 5, Sept.-Oct. 2002, pp. 568-576.10.14359/12296 ↗
7. Brenes, F. J.; Wood, S. L.; and Kreger, M. E., “Anchorage Requirements for Grouted Vertical-Duct Connectors in Precast Bent Cap Systems: A Summary,” Project Summary Report 0-4176, Center for Transportation Research, Austin, TX, 2006, pp. 1-3.
8. Steuck, K. P.; Eberhard, M. O.; and Stanton, J. F., “Anchorage of Large-Diameter Reinforcing Bars in Ducts,” ACI Structural Journal, V. 106, No. 4, July-Aug. 2009, pp. 506-513.10.14359/56616 ↗
9. Pang, J. B. K.; Eberhard, M. O.; and Stanton, J. F., “Large-Bar Connection for Precast Bridge Bents in Seismic Regions,” Journal of Bridge Engineering, ASCE, V. 15, No. 3, 2010, pp. 231-239. doi: 10.1061/(ASCE)BE.1943-5592.000008110.1061/(ASCE)BE.1943-5592.0000081 ↗
10. AASHTO, “LRFD Bridge Design Specifications,” seventh edition, American Association of State Highway and Transportation Officials, Washington, DC, 2014, 2160 pp.
11. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.
12. CALTRANS, “Seismic Design Criteria,” version 1.7, California Department of Transportation, Sacramento, CA, 2013, 180 pp.
13. AASHTO, “Guide Specification for LRFD Seismic Bridge Design,” second edition, American Association of State Highway and Transportation Officials, Washington, DC, 2011, 331 pp.
14. fib Bulletin 72, “Bond and Anchorage of Embedded Reinforcement: Background to the fib Model Code for Concrete Structures 2010,” fib, Lausanne, Switzerland, May 2014, 161 pp.10.1002/9783433604090 ↗
15. Hanson, N. W., and Reiffenstuhl, H., “Concrete Beams and Columns with Bundled Reinforcement,” Journal of the Structural Division, ASCE, V. 84, No. 6, Oct. 1958, pp. 1-23.10.1061/JSDEAG.0000288 ↗
16. Jirsa, J. O.; Chen, W.; Grant, D. B.; and Elizando, R., “Development of Bundled Reinforcing Steel,” Report No. 1363-2F, Center for Transportation Research, University of Texas at Austin, Austin, TX, Dec. 1995.
17. Tazarv, M., and Saiidi, S., “Next Generation of Bridge Columns for Accelerated Bridge Construction in High Seismic Zones,” Report No. CA14-2176, Center of Civil Engineering Earthquake Research, Reno, NV, 2014, 342 pp.
18. BS EB 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures-Part 1-1: General Rules for Buildings,” British Standards Institution, London, UK, 2004, 225 pp.
19. fib Bulletin 65, “Model Code 2010 Final Draft Volume 1,” fib, Lausanne, Switzerland, 2012, 311 pp.
20. ASTM A653-15, “Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process,” ASTM International, West Conshohocken, PA, 2015, 13 pp.
21. ASTM C109/C109M-16, “Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens),” ASTM International, West Conshohocken, PA, 2016, 10 pp.
22. Joint ACI-ASCE Committee 408, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03),” American Concrete Institute, Farmington Hills, MI, 2003, 49 pp.
23. ASTM A370-15, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 2015, 50 pp.
24. Galvis, F., “Desarrollo de un tipo de conexión columna-fundación para pilas prefabricadas de puentes,” master’s thesis, Universidad de los Andes, Bogotá, Colombia, 2015, 210 pp.
25. ASTM E111-04, “Standard Test Method for Young’s Modulus, Tangent Modulus, and Chord Modulus,” ASTM International, West Conshohocken, PA, 2010, 7 pp.
26. Joint ACI-ASCE Committee 408, “Report on Bond of Steel Reinforcing Bars Under Cyclic Loads (ACI 408.2R-12),” American Concrete Institute, Farmington Hills, MI, 2012, 35 pp.
27. Eligehausen, R.; Popov, E.; and Bertero, V., “Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations,” Report UCB/EERC-83/23, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA, 1983, 169 pp.