بررسی رفتار اتصال ورق FRPو مهارهای FRP بادبزنی

[1] Teng, J.G., Lam, L., Chan, W. and Wang, J., 2000. Retrofitting of deficient RC cantilever slabs using GFRP strips. Journal of composites for construction, 4(2), pp.75-84.

[2] Orton, S.L., Jirsa, J.O. and Bayrak, O., 2008. Design considerations of carbon fiber anchors. Journal of Composites for Construction, 12(6), pp.608-616.

[3] Smith, S.T., Hu, S., Kim, S.J. and Seracino, R., 2011. FRP-strengthened RC slabs anchored with FRP anchors. Engineering Structures, 33(4), pp.1075-1087.

[4] Llauradó, P.V., Fernández-Gómez, J. and Ramos, F.J.G., 2017. Influence of geometrical and installation parameters on performance of CFRP anchors. Composite Structures, 176, pp.105-116.

[5] del Rey Castillo, E., Griffith, M. and Ingham, J., 2019. Straight FRP anchors exhibiting fiber rupture failure mode. Composite Structures, 207, pp.612-624.

[6] Kara, M.E. and Mustafa, Y.A.Ş.A., 2013. An Investigation of fan type anchorages applied to end of CFRP strips. Steel and Composite Structures, An International Journal, 15(6), pp.605-621.

[7] Meisami, M.H., Mostofinejad, D. and Nakamura, H., 2015. Strengthening of flat slabs with FRP fan for punching shear. Composite structures, 119, pp.305-314.

[8] del Rey Castillo, E., Griffith, M. and Ingham, J., 2018. Seismic behavior of RC columns flexurally strengthened with FRP sheets and FRP anchors. Composite Structures, 203, pp.382-395. 

[9] 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, 14(6), pp.804-811.

[10] Mostofinejad, D. and Akhlaghi, A., 2017. Experimental investigation of the efficacy of EBROG method in seismic rehabilitation of deficient reinforced concrete beam–column joints using CFRP sheets. Journal of Composites for Construction, 21(4), p.04016116.

[11] Chaallal, O., Nollet, M.J. and Perraton, D., 1998. Strengthening of reinforced concrete beams with externally bonded fiber-reinforced-plastic plates: design guidelines for shear and flexure. Canadian Journal of Civil Engineering, 25(4), pp.692-704.

 [12] Spadea, G., Bencardino, F. and Swamy, R. N., 2000. Optimizing the performance characteristics of beams strengthened with bonded CFRP laminates. Materials and Structures, 33(226), pp.119-126.

[13] Ozbakkaloglu, T. and Saatcioglu, M., 2009. Tensile behavior of FRP anchors in concrete. Journal of Composites for Construction, 13(2), pp.82-92.

[14] Zhang, H.W., Smith, S.T. and Kim, S.J., 2012. Optimization of carbon and glass FRP anchor design. Construction and Building Materials, 32, pp.1-12.

[15] Muciaccia, G., Khorasani, M. and Mostofinejad, D., 2022. Effect of different parameters on the performance of FRP anchors in combination with EBR-FRP strengthening systems: A review. Construction and Building Materials, 354, p.129181.

[16] http://www.sika.com.my

[17] http://www.Quantom EPR 3301.co.uk/

[18] Shabani, E., Mostofinejad, D., & Saljoughian, A., 2023. Bond behavior of prestressed FRP sheet-concrete joints: Comparison of EBROG and EBR methods. Construction and Building Materials, 400, 132752.

‏[19] Eshaghi‐Milasi, S., Mostofinejad, D., Saljoughian, A., & Bahmani, H., 2022. Behavior of RC columns strengthened with UHPFRC jackets through grooving method under eccentric loading: a comparative evaluation of steel and synthetic macro fibers in UHPFRC. Structural Concrete, 23(1), 187-206.‏

[20] ASTM D3039/D3039M, ''Tensile properties of polymer matrix composite materials'', 2000.

[21] Hosseini, A., Mostofinejad, D., and Hajialilue-Bonab, M., 2012. Displacement Measurement of Bending Tests Using Digital Image Analysis Method. International Journal of Engineering and Technology, 4, pp. 642-644.

[22] Salimian, M.S. and Mostofinejad, D., 2019. Experimental evaluation of CFRP-concrete bond behavior under high loading rates using particle image velocimetry method. Journal of Composites for Construction, 23(3), p.04019010.