Abstract
This paper presents a short-term durability test program for E-glass/vinylester composite exposed to various environmental conditions. The main objective of this study is to investigate the degradation of GFRP composite and its influence on the tensi le strength. A total of 530 strand-type E-glass/vinylester specimens were fabricated and exposed to six different environmental conditions for up to 150 days. To examine the degradation of conditioned specimens, the weight gain was measured and scanning electronic microscope images were taken at fractured section. Also, the tensile strength of the specimens was tested. From the test results, it is clear that the tensile strength of the conditioned specimens was significantly reduced due to the degradation of GFRP under the environmental conditions considered.
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References
ASTM D 4475 (2002).Standard Test Method for Apparent Shear Strength of Pultruded Reinforced Plastic Rods by the Short-beam Method.
Bakis, C.E., Bank, L.C., Brown, V.L., Cosenza, E., Davalos, J.F., Lesko, J.J., Machida, S.H., Rizkalla, S.H., and Triantafillou, T.C. (2002). “Fiber-reinforced polymer composites for construction-state-of-the-art review.”ASCE, J. Composites for Constructions, Vol. 6, No. 2, pp. 73–87.
Chen, Y., Davalos, J.F., Ray, I., and Kim, H.Y. (2005). “Critical Shortterm data on durability of FRP reinforcing bars for long-term prediction models.”Proc. 20th Annual Technical Conference, American Society of Composites, Philadelphia, PA, September 7–9.
Dejke, V. (2001).Durability of FRP reinforcement in concrete. PhD Thesis. Chalmers University of Technology, Sweden.
Gangarao, H.V.S. and Vijay, P.V. (1997). “Aging of structural composites under varying environmental conditions.”Proc. 3rd Intl. Sym. Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3), Sapporo, Japan, October 14–16, Vol. 2, pp. 91–98.
Karbhari, V.M., Chin, J.W., Hunston, D., Benmokrane, B., Juska, T., Morgan, R., Lesko, J.J., Sorathia, U., and Reynaud, D. (2003). “Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure.”J. Composites for Construction, ASCE, Vol. 7, No. 3, pp. 238–247.
Kim, H.Y., You, Y.J., Park, Y.H., and Moon C.K. (2005). “FRP internal reinforcement for concrete structures.”Proc. 4 th Intl Conf. on Advanced Materials for Construction of Bridges and Other Structures, Maui, Hawaii.
Lee, S.R., Kim, H.Y., Park, Y.H, Moon, C.K. (2005). “Durability test of E-glass fiber/vinylester resin composites under specific environment (in Korean),”Proc. Conf. Korean Society of Ocean Engineers. Kwandong Univ., Gangwon-Do, Korea. October 27–28, pp. 315–320.
Micelli, F. and Nanni, A. (2004). “Durability of FRP rods for concrete structures.”Construction and Building Materials, Vol. 18, pp. 491–503.
Uomoto, T. (2003). “Durability design of GFRP rods for concrete reinforcement.”Proc. 6th Intl. Sym. FRP Reinforcement for Concrete Structures (FRPRCS-6), Singapore, July 8–10, pp. 37–50.
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Kim, HY., Park, YH., You, YJ. et al. Durability of GFRP composite exposed to various environmental conditions. KSCE J Civ Eng 10, 291–295 (2006). https://doi.org/10.1007/BF02830783
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DOI: https://doi.org/10.1007/BF02830783