بررسی تاثیر آمادگی سطوح تیرهای بتنی تقویت شده با CFRP بر ظرفیت خمشی آنها

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[2] Nanni, A. and gold, W.J. (1998). strength assessment of external FRP reinforcement. concrete international. Vol. 20. No. 6. 39–42A.

[3] Lam, L. and Teng, J.G. (2004). Ultimate Condision of fiber reinforced polymer confined concrete. Journal of Composites for Construction. ASCE. 8. 539–548

[5] Mostofinejad, D. and Mahmoudabadi, E. (2010). Grooving as alternative method of surface preparation to postpone debonding of FRP laminates in concrete beams. Journal of Composites for construction. ASCE. Vol. 14. No. 6. 804–811

[6] Mostofinjad, D. and Shameli, M. (2010). Performance of EBROG method under Multilayer FRP sheets for flexural strengthening of concrete beans. The 12^th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12). Hong Kong. China

[13] Sajadi Manizani, B., Tavousi, Sh. and Akbarpour, A. (2015). the Comparison between Using Multilayers of High Resistance GFRP on Ductility with Multilayers of High Resistance CFRP. 7^th International Conference of Seismology and Earthquake Engineering. Iran.