Investigation of Grouted Dowel Connections for Precast Wall Construction
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Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Seismic Performance and Analysis · Geotechnical Engineering and Soil Stabilization
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References (16)
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1. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hill, MI, 520 pp.
2. Crisafulli, F. J.; Restrepo, J. I.; and Park, R., 2002, “Seismic Design of Lightly Reinforced Precast Concrete Rectangular Wall Panels,” PCI Journal, V. 47, No. 4, pp. 104-121. doi: 10.15554/pcij.07012002.104.12110.15554/pcij.07012002.104.121 ↗
3. Darwin, D., and Zavaregh, S. S., 1996, “Bond Strength of Grouted Reinforcing Bars,” ACI Structural Journal, V. 93, No. 4, July-Aug., pp. 486-495.10.14359/9707 ↗
4. Einea, A.; Yamane, T.; and Tadros, M. K., 1995, “Grout-Filled Pipe Splices for Precast Concrete Construction,” PCI Journal, V. 40, No. 1, pp. 82-93. doi: 10.15554/pcij.01011995.82.9310.15554/pcij.01011995.82.93 ↗
5. Einea, A.; Yehia, S.; and Tadros, M. K., 1999, “Lap Splices in Confined Concrete,” ACI Structural Journal, V. 96, No. 6, Nov.-Dec., pp. 947-955.10.14359/769 ↗
6. Eligehausen, R.; Popov, E. P.; and Bertero, V. V., 1983, “Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations,” Report No. UCB/EERC-83/23, Earthquake Engineering Research Center, Universisty of California, Berkeley, Berkeley, CA.
7. Goto, Y., 1971, “Cracks Formed in Concrete Around Deformed Tension Bars,” ACI Journal Proceedings, V. 68, No. 4, Apr., pp. 244-251.10.14359/11325 ↗
8. Hosseini, S. J. A.; Rahman, A. B. A.; Osman, M. H.; Saim, A.; and Adnan, A., 2015, “Bond Behavior of Spirally Confined Splice of Deformed Bars in Grout,” Construction and Building Materials, V. 80, pp. 180-194. doi: 10.1016/j.conbuildmat.2014.12.09710.1016/j.conbuildmat.2014.12.097 ↗
9. Jansson, P., 2008, “Evaluation of Grout-Filled Mechanical Splices for Precast Concrete Construction,” Michigan Department of Transportation, Lansing, MI, 72 PP.
10. Ling, J. H.; Ahmad, A. B.; and Ibrahim, I. S., 2014, “Feasibility Study of Grouted Splice Connector under Tensile Load,” Construction and Building Materials, V. 50, pp. 530-539. doi: 10.1016/j.conbuildmat.2013.10.01010.1016/j.conbuildmat.2013.10.010 ↗
11. Ling, J. H.; Ahmad, A. B.; Ibrahim, I. S.; and Hamid, Z. A., 2012, “Behaviour of Grouted Pipe Splice under Incremental Tensile Load,” Construction and Building Materials, V. 33, pp. 90-98. doi: 10.1016/j.conbuildmat.2012.02.00110.1016/j.conbuildmat.2012.02.001 ↗
12. Matsumoto, E. E.; Waggoner, M. C.; Kreger, M. E.; Vogel, J.; and Wolf, L., 2008, “Development of a Precast Concrete Bent-Cap System,” PCI Journal, V. 53, No. 3, pp. 74-99. doi: 10.15554/pcij.05012008.74.9910.15554/pcij.05012008.74.99 ↗
13. Priestley, M. J. N.; Sritharan, S.; Conley, J. R.; and Pampanin, S., 1999, “Preliminary Results and Conclusions From the PRESSS Five-Story Precast Concrete Test Building,” PCI Journal, V. 44, No. 6, pp. 42-67. doi: 10.15554/pcij.11011999.42.6710.15554/pcij.11011999.42.67 ↗
14. Raynor, D. J.; Lehman, D. E.; and Stanton, J. F., 2002, “Bond-Slip Response of Reinforcing Bars Grouted in Ducts,” ACI Structural Journal, V. 99, No. 5, Sept.-Oct., pp. 568-576.10.14359/12296 ↗
15. Steuck, K. P.; Eberhard, M. O.; and Stanton, J. F., 2009, “Anchorage of Large-Diameter Reinforcing Bars in Ducts,” ACI Structural Journal, V. 106, No. 4, July-Aug., pp. 506-513.10.14359/56616 ↗
16. Untrauer, R. E., and Henry, R. L., 1965, “Influence of Normal Pressure on Bond Strength,” ACI Journal Proceedings, V. 62, No. 5, May, pp. 577-586.10.14359/7711 ↗