[
[1] Rocca, R., Galati, N. & Nanni, A. (2008). Interaction diagram methodology for design of FRP-confined reinforced concrete columns. Construction and Building Materials. (23), 1508–1520. DOI: 10.1016/j.conbuildmat.2008.06.010.10.1016/j.conbuildmat.2008.06.010
]Search in Google Scholar
[
[2] Lam, L. & Teng, J. G. (2002). Strength models for fiber-reinforced plastic-confined concrete. Journal of Structural Engineering. 128 (5), 612-623. DOI: 10.1061/(ASCE)0733-9445(2002)128:5(612).10.1061/(ASCE)0733-9445(2002)128:5(612)
]Search in Google Scholar
[
[3] Mirmiran, A. & Shahawy, M. (1997). Journal of Structural Engineering. 123(5), 583-590. DOI: 10.1061/(ASCE)0733-9445(1997)123:5(583).10.1061/(ASCE)0733-9445(1997)123:5(583)
]Search in Google Scholar
[
[4] Nanni, A & Bradford, M. (1995). FRP jacketed concrete under uniaxial compression. Construction and Building Materials. 9 (2), 115-618. DOI: 10.1016/0950-0618(95)00004-6.
]Search in Google Scholar
[
[5] Parvin, A & Wang, W. (2001). Behavior of FRP jacketed concrete columns under eccentric loading. Journal of Composites for Construction. 5 (3), 146-152. DOI: 10.1061/(ASCE)1090-0268(2001)5:3(146).10.1061/(ASCE)1090-0268(2001)5:3(146)
]Search in Google Scholar
[
[6] Parvin, A & Jamwal, A. (2005). Effects of wrap thickness and ply configuration on composite-confined concrete cylinders. Composite Structures. (67), 437–442. DOI: 10.1016/j.compstruct.2004.02.002.10.1016/j.compstruct.2004.02.002
]Search in Google Scholar
[
[7] Pessiki, S. Harries, K. Kestner, J. Sause, R & Ricles, J. (2001). Axial behavior of reinforced concrete columns confined with FRP jackets. Journal of Composites for Construction. 5 (4), 237-245. DOI: 10.1061/(asce)1090-0268(2001)5:4(237).10.1061/(ASCE)1090-0268(2001)5:4(237)
]Search in Google Scholar
[
[8] Rochette, P. & Labossie`re, P. (2000). Axial testing of rectangular column models confined with composites. Journal of Composites for Construction. 4 (3), 129-136. DOI: 10.1061/(ASCE)1090-0268(2000)4:3(129).10.1061/(ASCE)1090-0268(2000)4:3(129)
]Search in Google Scholar
[
[9] Xiao, Y. & Wu, H. (2000). Compressive behavior of concrete confined by carbon fiber composite jackets. Journal of Materials in Civil Engineering. 12 (2), 139-146. DOI: 10.1061/(ASCE)0899-1561(2000)12:2(139).10.1061/(ASCE)0899-1561(2000)12:2(139)
]Search in Google Scholar
[
[10] Wu, Y.F. & Wei, Y.Y. (2010). Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns. Engineering Structures. (32), 32-45. DOI: 10.1016/j.engstruct.2009.08.012.10.1016/j.engstruct.2009.08.012
]Search in Google Scholar
[
[11] Chastre, C. & Silva, M. A.G. (2010). Monotonic axial behavior and modelling of RC circular columns confined with CFRP. Engineering Structures. (32), 2268-2277. DOI: 10.1016/j.engstruct.2010.04.001.10.1016/j.engstruct.2010.04.001
]Search in Google Scholar
[
[12] Campione, G. (2006). Influence of FRP wrapping techniques on the compressive behavior of concrete prisms. Cement & Concrete Composites. (28), 497–505. DOI: 10.1016/j.cemconcomp.2006.01.002.10.1016/j.cemconcomp.2006.01.002
]Search in Google Scholar
[
[13] Silva, M. A.G. (2011). Behavior of square and circular columns strengthened with aramidic or carbon fibers. Construction and Building Materials. (25), 3222–3228. DOI:10.1016/j.conbuildmat.2011.03.007.10.1016/j.conbuildmat.2011.03.007
]Search in Google Scholar
[
[14] Tastani, S.P. & Pantazopoulou, S.J. (2004). Experimental evaluation of FRP jackets in upgrading RC corroded columns with substandard detailing. Engineering Structures. (26), 817–829. DOI: 10.1016/j.engstruct.2004.02.003.10.1016/j.engstruct.2004.02.003
]Search in Google Scholar
[
[15] Rousakisa, T. C., Karabinisa, A. I. & Kiousisb P. D. (2007). FRP-confined concrete members: Axial compression experiments and plasticity modelling. Engineering Structures. (29), 1343–1353. DOI: 10.1016/j.engstruct.2006.08.006.10.1016/j.engstruct.2006.08.006
]Search in Google Scholar
[
[16] Turgay, T., Polat, Z., Koksal, H.O., Doran, B. & Karakoç, C. (2010). Compressive behavior of large-scale square reinforced concrete columns confined with carbon fiber reinforced polymer jackets. Materials and Design. (31), 357–364. DOI: 10.1016/j.matdes.2009.06.008.10.1016/j.matdes.2009.06.008
]Search in Google Scholar
[
[17] Lewangamage, C. S., Rankoth, C. K. & Jayasinghe, M. T. R. (2017). A study on reinforced concrete columns partially confined with carbon fibre reinforced polymer (CFRP). Journal of the Institution of Engineers. L (04), 41-50. DOI: 10.4038/engineer.v50i4.7274.10.4038/engineer.v50i4.7274
]Search in Google Scholar
[
[18] CNR-DT 200 R1: 2013. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. Roma.
]Search in Google Scholar
[
[19] BS EN 206:2013. Concrete - Specification, performance, production and conformity. UK.
]Search in Google Scholar
