بررسی رفتار تیرهای عمیق بتنی مسلح شده با میلگردهای FRP

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[9] Akbarzadeh Bengar, H., Ahmadnezhad, M., Noroozi, M. (2018). 'Experimental Investigations of RC Deep Beams Strengthened in Shear using NSM CFRP System', Journal of Structural and Construction Engineering, 5(3), 153-171.

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[13] Nehdi, M., Omeman, Z., & El-Chabib, H. (2008). Optimal efficiency factor in strut-and-tie model for FRP-reinforced concrete short beams with (1.5< a/d< 2.5). Materials and structures, 41(10), 1713-1727.

[14] Ibrahim, M., Wakjira, T., & Ebead, U. (2020). Shear strengthening of reinforced concrete deep beams using near-surface mounted hybrid carbon/glass fibre reinforced polymer strips. Engineering Structures, 210, 110412.

[15] www.comarcomnano.com

[16]Nagasaka, T., Fukuyama, H., & Tanigaki, M. (1993). Shear performance of concrete beams reinforced with FRP stirrups. Special publication, 138, 789-812.

[17] Japan Society of Civil Engineering, 1997b. Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, Concrete Engineering Series No.23, 325 pp.

[18] Zhao, W., Maruyama, K., & Suzuki, H. (1995). Shear Behavior of Concrete Beams Reiforced by FRP Rods as Longitudinal and Shear Reinforcement, Proceedings of the Second International RILEM Symposium on Non- Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-2), Ghent, Belgium, pp. 352-359.

[19] Sonobe, Y., Fukuyama, H., Okamoto, T., Kani, N., Kimura, K., Kobayashi, K. & Shimizu, A. (1997). Design guidelines of FRP reinforced concrete building structures. Journal of composites for Construction, 1(3), 90-115.

[20] Tureyen, A. K., & Frosch, R. J. (2002). Shear tests of FRP-reinforced concrete beams without stirrups. Structural Journal, 99(4), 427-434.

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