مقاومت نهایی تیرهای بتنی تقویت شده با FRP در شرایط دمای بالا و یخ زدگی

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[7] ACI 440.2R-02. , “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.”, American Concrete Institute;2002.

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[9] ACI 216-89, “Guide for Determining the Fire Endurance of Concrete Elements, ACI Committee 216 Report”, American Concrete Institute, 1989.

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[11] Chung J , “Nanoscale characterization of epoxy interphase on copper microstructures. “,BAM Dissertation Series, Volume 15,2006.

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[13] Miyano, Y., Nakada, M., Watanabe, N., Murase,T. and Muki, “Time-Temperature Superposition Principle for Tensile and Compressive Strengths of Unidirectional CFRP”, Proceedings of 2003 SEM Annual Conference & Exposition on Experimental and Applied Mechanics (SEM 2003).

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bonded FRP reinforcement.”, Diss. Ghent University,2000.

[15] Teng, J. G., et al., “FRP strengthened RC structures.”,West Sussex, England, John Wiley &Sons, 2002.

[16] fib. fib Bulletin 14., “Externally bonded FRP reinforcement for RC structures.”,Lausanne,Fédération internationale du béton, 2001.

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[18] ASTM C1609-05, “ Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete

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[19] ASTM C 884/C 884M – 98, “Standard Test Method for Thermal Compatibility Between Concrete and an

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