Punching Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Slab-Column Interior Connections
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Analysis of Composite Materials
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References (24)
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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 Hills, MI, 520 pp.
2. ACI Committee 440, 2015, “Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-15),”American Concrete Institute, Farmington Hills, MI, 88 pp.
3. ASTM D7205/D7205M-06, 2011, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA, 13 pp.
4. CSA, 2012, “Design and Construction of Building Structures with Fiber-Reinforced Polymer,” CAN/CSA S806-12, Canadian Standards Association, Mississauga, ON, Canada.
5. CSA, 2014a, “Design of Concrete Structures,” CAN/CSA A23.3-14, Canadian Standards Association, Mississauga, ON, Canada.
6. CSA, 2014b, “Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete,” CAN/CSA A23.1/A23.2-14, Canadian Standards Association, Mississauga, ON, Canada.
7. Dilger, W. H., and Ghali, A., 1981, “Shear Reinforcement for Concrete Slabs,” Journal of the Structural Division, ASCE, V. 107, pp. 2403-2420.10.1061/JSDEAG.0005846 ↗
8. El-Gendy, M., and El-Salakawy, E., 2016, “Effect of Shear Studs and High Moments on Punching Behavior of GFRP-RC Slab-Column Edge Connections,” Journal of Composites for Construction, ASCE, V. 20, No. 4, p. 04016007. doi: 10.1061/(ASCE)CC.1943-5614.000066810.1061/(ASCE)CC.1943-5614.0000668 ↗
9. El-Ghandour, A. W.; Pilakoutas, K.; and Waldron, P., 2003, “Punching Shear Behavior of FRP Reinforced Concrete Flat Slabs: Experimental Study,” Journal of Composites for Construction, ASCE, V. 7, No. 3, pp. 258-265. doi: 10.1061/(ASCE)1090-0268(2003)7:3(258)10.1061/(ASCE)1090-0268(2003)7:3(258) ↗
10. Gar, S. P.; Mander, J. B.; Head, M.; and Hurlebaus, S., 2014, “FRP Slab Capacity Using Yield Line Theory,” Journal of Composites for Construction, ASCE, V. 18, No. 6, p. 04014021. doi: 10.1061/(ASCE)CC.1943-5614.000047610.106110.1061/(ASCE)CC.1943-5614.0000476 ↗
11. Gouda, A., and El-Salakawy, E., 2016a, “Punching Shear Strength of GFRP-RC Interior Slab-Column Connections Subjected to Moment Transfer,” Journal of Composites for Construction, ASCE, V. 20, No. 1, p. 04015037. doi: 10.1061/(ASCE)CC.1943-5614.000059710.1061/(ASCE)CC.1943-5614.0000597 ↗
12. Gouda, A., and El-Salakawy, E., 2016b, “Behavior of GFRP-RC Interior Slab-Column Connections with Shear Studs and High-Moment Transfer,” Journal of Composites for Construction, ASCE, V. 20, No. 4, p. 04016005. doi: 10.1061/(ASCE)CC.1943-5614.000066310.1061/(ASCE)CC.1943-5614.0000663 ↗
13. Hallgren, M., and Kinnunen, S., 1996, “Increase of Punching Shear Capacity by Using High Strength Concrete,” 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, France, 1037-1046.
14. Hassan, M.; Ahmed, E.; and Benmokrane, B., 2013, “Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars,” Journal of Composites for Construction, ASCE, V. 17, No. 6, p. 04013003. doi: 10.1061/(ASCE)CC.1943-5614.000042410.1061/(ASCE)CC.1943-5614.0000424 ↗
15. Hassan, M.; Ahmed, E.; and Benmokrane, B., 2015, “Punching Shear Behavior of Two-Way Slabs Reinforced with FRP Shear Reinforcement,” Journal of Composites for Construction, ASCE, V. 19, No. 1, p. 04014030. doi: 10.1061/(ASCE)CC.1943-5614.000049310.1061/(ASCE)CC.1943-5614.0000493 ↗
16. Marzouk, H., and Hussein, A., 1991, “Punching Shear Analysis of Reinforced High-Strength Concrete Slabs,” Canadian Journal of Civil Engineering, V. 18, No. 6, pp. 954-963. doi: 10.1139/l91-11810.1139/l91-118 ↗
17. Marzouk, H.; Emam, M.; and Hilal, M. S., 1998, “Effect of High-Strength Concrete Slabs on the Behavior of Slab-Column Connections,” ACI Structural Journal, V. 95, No. 3, May-June, pp. 227-237.10.14359/541 ↗
18. Matthys, S., and Taerwe, L., 2000, “Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance,” Journal of Composites for Construction, ASCE, V. 4, No. 3, pp. 154-161. doi: 10.1061/(ASCE)1090-0268(2000)4:3(154)10.1061/(ASCE)1090-0268(2000)4:3(154) ↗
19. Mortin, J. D., and Ghali, A., 1991, “Connection of Flat Plates to Edge Columns,” ACI Structural Journal, V. 88, No. 2, Mar.-Apr., pp. 191-198.10.14359/2683 ↗
20. Ozden, S.; Ersoy, U.; and Ozturan, T., 2006, “Punching Shear Tests of Normal- and High-Strength Concrete Flat Plates,” Canadian Journal of Civil Engineering, V. 33, No. 11, pp. 1389-1400. doi: 10.1139/l06-08910.1139/l06-08910.1139/l06-089 ↗
21. Polak, M. A.; El-Salakawy, E.; and Hammill, N. L., 2005, “Shear Reinforcement for Concrete Flat Slabs,” Punching Shear in Reinforced Concrete Slabs, SP-232, M.A. Polak, ed., American Concrete Institute, Farmington Hills, MI, pp. 65-96.
22. Pultrall Inc., 2015, private communication, ADS Comp. Group, Thetford Mines, QC, Canada.
23. Ramdane, K. E., 1996, “Punching Shear of High Performance Concrete Slabs,” 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, France, pp. 1015-1026.
24. Zhang, Q.; Marzouk, H.; and Hussein, A., 2005, “A Preliminary Study of High Strength Concrete Two-Way Slabs Reinforced with GFRP Bars,” Proceedings, 33rd CSCE Annual Conference, Canadian Society of Civil Engineers, Toronto, ON, Canada.