Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures
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OpenAlex topics: Fire effects on concrete materials · Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis
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References (13)
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2. ASTM D7205, 2006, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA.
3. CSA S806, 2012, “Specification for Fiber-Reinforced Polymers,” Canadian Standards Association, Mississauga, ON, Canada.
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6. Johnson, D. T., 2014, “Investigation of Glass Fiber Reinforced Polymer (GFRP) Bars as Internal Reinforcement for Concrete Structures,” PhD thesis, University of Toronto Department of Civil and Mineral Engineering, Toronto, ON, Canada, 56 pp.
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8. Lees, J. M.; Jones, N. J.; and Burgoyne, C. J., 1995, “Expansive Cement Couplers,” Construction and Building Materials, V. 9, No. 6, pp. 413-423. doi: 10.1016/0950-0618(95)00070-410.1016/0950-0618(95)00070-4 ↗
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10. Robert, M., and Benmokrane, B., 2010, “Behavior of GFRP Reinforcing Bars Subjected to Extreme Temperatures,” Journal of Composites for Construction, ASCE, V. 14, No. 4, Aug., pp. 353-360. doi: 10.1061/(ASCE)CC.1943-5614.000009210.1061/(ASCE)CC.1943-5614.0000092 ↗
11. Wang, Y. C.; Wong, P. M. H.; and Kodur, V., 2007, “An Experimental Study of the Mechanical Properties of Fiber Reinforced Polymer (FRP) and Steel Reinforcing Bars at Elevated Temperatures,” Composite Structures, V. 80, No. 1, pp. 131-140. doi: 10.1016/j.compstruct.2006.04.06910.1016/j.compstruct.2006.04.069 ↗
12. Won, J. P.; Park, C. G.; Lee, S. J.; and Hong, B. T., 2013, “Durability of Hybrid FRP Reinforcing Bars in Concrete Structures Exposed to Marine Environments,” International Journal of Structural Engineering, V. 4, No. 1/2, pp. 63-74. doi: 10.1504/IJSTRUCTE.2013.05076410.1504/IJSTRUCTE.2013.050764 ↗
13. Yeonho, P.; Young, H. K.; and Lee, S. H., 2014, “Long-Term Flexural Behaviors of GFRP Reinforced Concrete Beams Exposed to Accelerated Aging Exposure Conditions,” Polymers, V. 6, No. 6, pp. 1773-1793. doi: 10.3390/polym606177310.3390/polym6061773 ↗