[1] Tokgoz, S., Dundar, C., Tanrikulu., A.K., Experimental behaviour of steel fibre high-strength reinforced concrete and composite columns, Journal of Constructional Steel Research, Vol. 74, pp. 98–107, 2012.
[2] Dundar, C., Erturkmen, D., Tokgoz, S., Studies on carbon fibre polymer confined slender plain and steel fibre reinforced concrete columns, Engineering Structures, Vol. 102. pp. 31–39, 2015.
[3] Mirmiran, A., Shahawy, M., A new concrete-filled hollow FRP composite column, Composites: Part B, Vol. 27, pp. 263-268, 1996.
[4] Shahawy M., Mirmiran A., Beitelman T., Tests and modeling of carbon-wrapped concrete columns, Composites: Part B, Engineering, Vol.31, No.6, pp.471–80, 2000.
[5] Wu, G., Lu, Z.T., Wu, Z.S., Strength and ductility of concrete cylinders confined with FRP composites, Construction and Building Materials, Vol. 20, pp. 134–148, 2006.
[6] Sheikh, Sh.A., Performance of concrete structures retrofitted with fiber reinforced polymers, Engineering Structures, Vol. 24, pp. 869–879, 2002.
[7] Wong, Y.L., Yu, T., Teng, J.G., Dong, S.L., Behavior of FRP-confined concrete in annular section columns, Composites: Part B, Vol. 39, pp. 451–466, 2008.
[8] Mirmiran. A., Shahawy. M., Samaan. M., El Echary, H., Mastrapa. J.C., Pico. O., Effect of column parameters on FRP-confined concrete, journal of composites for construction, Vol.2, No.4, pp. 175–85, 1998.
[9] EL Maaddawy, T., EL Sayed, M., Abdel-Magid, B., The effects of cross-sectional shape and loading condition on performance of reinforced concrete members confined with Carbon Fiber-Reinforced Polymers, Materials and Design, Vol. 31, pp. 2330–2341, 2010.
[10] Ozbakkaloglu, T., Xie, T., Geopolymer concrete-filled FRP casings: Behaviour of circular and square columns under axial compression, Composites: Part B, Vol. 96, pp. 215-230, 2016.
[11] Rahai, A.R., Sadeghian, P., Ehsani, M.R., Experimental Behaviour of Concrete Cylinders Confined with CFRP Composites, The 14th World Conference on Earthquake Engineering, Beijing, China, October 2008.
[12] Kumutha, R., Vaidyanathan, R., Palanichamy, M.S., Behaviour of reinforced concrete rectangular columns strengthened using GFRP, Cement & Concrete Composites, Vol. 29, pp. 609–615, 2007.
[13] Parvin, A., Jamwal, A.S., Effects of wrap thickness and ply configuration on composite-confined concrete cylinders, Composites Structure, Vol. 67, No. 4, pp. 437–422, 2005.
[14] Almusallam, T.H., Behaviour of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates, Composites: Part B, Vol.38, pp.629–639, 2007.
[15] Vincent, T., Ozbakkaloglu, T., Influence of concrete strength and confinement method on axial compressive behaviour of FRP confined high- and ultra-high-strength concrete, Composites: Part B, Vol. 50, pp. 413–428 , 2013.
[16] Samaan, M., Miemiran, A. Shahawy, M., Model of concrete confined by fibre composite, Journal of Structural Engineering, Vol. 124, No. 9, pp. 1025-1031, 1998.
[17] Ozbakkaloglu, T., Lim, J.C., Vincent, T., FRP-confined concrete in circular sections: review and assessment of stress-strain models, Engineering Structure, Vol.49, pp.1068–1088, 2013.
[18] Youssef. M., Feng, M.Q., Mossalam, A., Stress–strain model for concrete confined by FRP composites, Composites: Part B, Engineering, Vol.38, pp.614–628, 2007.
[19] Hadi M.N.S., Comparative study of eccentrically loaded FRP wrapped columns, Composite Structures, Vol.74, pp. 127-135, 2006.
[20] Hadi, M.N.S., Behaviour of FRP strengthened concrete columns under eccentric compression loading, Composite Structures; Vol.77, No.1, pp.92–96, 2007.
[21] Hadi M.N.S., The behaviour of FRP wrapped HSC columns under different eccentric loads, Composite Structures, Vol. 78, No. 4, pp. 560–566, 2007.
[22] Ozbakkaloglu, T., Axial Compressive Behaviour of Square and Rectangular High-Strength Concrete-Filled FRP Tubes, journal of Composites for Construction, Vol. 17, pp. 151-161, 2013.
[23] Malik, A.R., Foster, S.J., Carbon fiber-reinforced polymer confined reactive powder concrete columns - experimental investigation, ACI Structure Journal, Vol.107, No.3, pp.263-271, 2010.
[24] Xiao, J., Tresserras, J., Tam, V.W.Y., GFRP-casing confined RAC under axial and eccentric loading with and without expansive agent, Construction and Building Materials, Vol. 73, pp. 575–585, 2014.
[25] Park, J.H., Jo, B.W., Yoon, S.J., Park, S.K., Experimental investigation on the structural behaviour of concrete filled FRP casings with/without steel rebar, KSCE Journal of Civil Engineering, Vol.15, No.2, pp. 337–345, 2011.
[26] Hadi, M.N.S., Wang, W., Sheikh, M.N., Axial compressive behaviour of GFRP casing reinforced concrete columns, Construction and Building Materials, Vol. 81, pp. 198–207, 2015.
[27] Wang, W., Sheikh, M.N., Hadi, M.N.S., Gao, D., Chen, G., Behaviour of concrete-encased concrete-filled FRP casing (CCFT) columns under axial compression, Engineering Structures, Vol. 147, pp. 256–268, 2017.
[28] Yang, Y. F., Han, L.H., Wu ,X., Concrete shrinkage and creep in recycled aggregate concrete-filled steel casings, Advances in Structural Engineering, Vol. 11, No.4, pp.383–396, 2008.
[29] Ichinose, L.H., Watanabe, E., Nakai, H., An experimental study on creep of concrete filled steel pipes, Journal of Constructional Steel Research, Vol.57, pp. 453–466, 2001.
[30] Shrestha, K. M., Chen, B.C., Chen, Y.F., State of the Art of Creep of Concrete Filled Steel Tubular Arches, KSCE Journal of Civil Engineering, Vol.15, No.1, pp.145-151, 2011.
[31] ASTM D7565/D7565M-10, Standard test method for determining tensile properties of fibre reinforced polymer matrix composites used for strengthening of civil structures, United States: ASTM International, 2010.
[32] ASTM D2996-01, Standard Specification for Filament-Wound Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe, ASTM Committee D29; 2001.
[33] ASTM D638-02, Standard Test Method for Tensile Properties of Plastics, ASTM Committee D63; 2002.
[34] ACI Committee 211, Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete (Reapproved 2009), ACI 211.1-91. Farmington hills, MI, USA, 1991.
[35] Jolly, C.K., Lilistone, D., The stress–strain behaviour of concrete confined by advanced fibre composites. In: Proc. 8th BCA conference higher education and the concrete industry. Southampton; 1998.