References
- ACI Committee 374, Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads (ACI 374.2R13), Farmington Hills, MI,USA, 2013.
- Attari, N., Amziane, S., & Chemrouk, M. (2012). Flexural strengthening of concrete beams using CFRP. Construction & Building Materials, 37, 746–757. doi:https://doi.org/10.1016/j.conbuildmat.2012.07.052
- Barrera, A. C., Bonet, J. L., Romero, M. L., & Fernández, M. A. (2012). Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load. Engineering Structures, 40, 398–412. doi:https://doi.org/10.1016/j.engstruct.2012.03.012
- Bennegadi, M. L., Hadjazi, K., Sereir, Z., Amziane, S., & El Mahi, B. (2016). General cohesive zone model for prediction of interfacial stresses induced by intermediate flexural crack of FRP-plated RC beams. Engineering Structures, 126, 147–157.
- Chaallal, O., Hassan, M., & Shahawy, M. (2003). Confinement model for axially loaded short rectangular columns strengthened with fiber-reinforced polymer wrapping. ACI Structural Journal, 100(2), 215–221.
- Chaallal, O., Shahawy, M., & Al-Saad, A. (2000). Behaviour of axially loaded short rectangular columns strengthened with CFRP composite wrapping. FDOT Structures Research Center Tallahassee.
- Chai, Y. H., Priestley, M. J. N., & Seible, F. (1991). Seismic retrofit of circular bridge columns for enhanced flexural performance. ACI Structural Journal, 88(5), 572–584.
- Chemrouk, M., Attari, N., & Si Youcef, Y. (2005). Lessons from the Boumerdes-Algiers earthquake. London: Thomas Telford Edition.
- De Lorenzis, L. (2001). A comparative study of models on confinement of concrete cylinders with FRP composites. Chalmers University of Technology, Division of Building Technology, Work No 46. Publikation 01:4. Göteborg, 73, July.
- Ehsani, M. R., & Wight, J. K. (1990). Confinement steel requirements for connections in ductile frames. Journal of Structural Engineering, 116(3), 751–767. doi:https://doi.org/10.1061/(ASCE)0733-9445(1990)116:3(751)
- Fitzwilliam, J., & Bisby, L. (2010). Slenderness effect on circular CFRP confined reinforced concrete columns. Journal of Composites for Construction, 14(3), 280–288. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000073
- Ho, J. C. M., & Pam, H. J. (2003). Inelastic design of low-axially loaded high-strength reinforced concrete columns. Engineering Structures, 25(8), 1083–1096.
- Hsu, B. Y., & Bahn, C. T. (1998). Stress–strain behavior concrete under cyclic loading. ACI Materials Journal, 95, 178–193.
- Jiang, S. F., Ma, S. L., & Wu, Z. Q. (2014). Experimental study and theoretical analysis on slender concrete-filled CFRP–PVC tubular columns. Construction & Building Materials, 53, 475–487. doi:https://doi.org/10.1016/j.conbuildmat.2013.11.089
- Jiang, T., & Teng, J. (2013). Behavior and design of slender FRP-confined circular RC columns. Journal of Composites for Construction, 17(4), 443–453. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000333
- Karsan, I. D., & Jirsa, J. O. (1969). Behavior of concrete under compressive loadings. Journal of Structural Engineering Division ASCE, 95(ST12), 2543–2563.
- Kashi, A., Ramezanianpour, A. A., & Moodi, F. (2017). Durability evaluation of retrofitted corroded reinforced concrete columns with FRP sheets in marine environmental conditions. Construction & Building Materials, 151, 520–533. doi:https://doi.org/10.1016/j.conbuildmat.2017.06.137
- Khan, Q. S., Sheikh, M. N., & Hadi, M. N. (2018). Predicting strength and strain enhancement ratios of circular fiber-reinforced polymer tube confined concrete under axial compression using artificial neural networks. Advances in Structural Engineering, 22, 1426–1443. doi:https://doi.org/10.1177/1369433218815229
- Kim, J., Yi, S., Park, C., & Eo, S. (1999). Size effect on compressive strength of plain and spirally reinforced concrete cylinders. ACI Structural Journal, 96(1), 88–94.
- Kubat, T., Al-Mahaidi, R., & Shayan, A. (2016). CFRP confinement of circular concrete columns affected by alkali-aggregate reaction. Construction & Building Materials, 116, 98–109. doi:https://doi.org/10.1016/j.conbuildmat.2016.04.123
- Lam, L., & Teng, J. G. (2009). Stress strain model for FRP-confined concrete under cyclic axial compression. Engineering Structures, 31(2), 308–321. doi:https://doi.org/10.1016/j.engstruct.2008.08.014
- Lam, L., Teng, J. G., Cheung, J. G., & Xiao, Y. (2006). FRP-confined concrete under axial cyclic compression. Cement & Concrete Composites, 28(10), 949–958. doi:https://doi.org/10.1016/j.cemconcomp.2006.07.007
- Lee, H. P., Awang, A. Z., & Omar, W. (2014). Steel strap confined high strength concrete under uniaxial cyclic compression. Construction & Building Materials, 72, 48–55. doi:https://doi.org/10.1016/j.conbuildmat.2014.08.007
- MacLean, D. I., & Bernards, L. L. (1992). Seismic retrofitting of rectangular bridge column for shear. Final Report (WA-RD 255.1), Washington State Department of Transpotation, 19 October.
- Mosallam, A., Elsanadedy, H. M., Almusallam, T. H., Al-Salloum, Y. A., & Alsayed, S. H. (2015). Structural evaluation of reinforced concrete beams strengthened with innovative bolted/bonded advanced FRP composites sandwich panels. Composite Structures, 124, 421–440. doi:https://doi.org/10.1016/j.compstruct.2015.01.020
- Moshiri, N., Hosseini, A., & Mostofinejad, D. (2015). Strengthening of RC columns by longitudinal CFRP sheets: effect of strengthening technique. Construction & Building Materials, 79, 318–325. doi:https://doi.org/10.1016/j.conbuildmat.2015.01.040
- Mostofinejad, D., & Ilia, E. (2014). Confining of square RC columns with FRP sheets using corner strip-batten technique. Construction & Building Materials, 70, 269–278. doi:https://doi.org/10.1016/j.conbuildmat.2014.07.073
- Mostofinejad, D., & Moshiri, N. (2015). Compressive strength of CFRP composites used for strengthening of RC columns: Comparative evaluation ef EBR and grooving methods. Journal of Composites for Construction, 19(5), 04014011–04014079. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000545
- Mostofinejad, D., Moshiri, N., & Mortazavi, N. (2015). Effect of corner radius and aspect ratio on compressive behavior of rectangular concrete columns confined with CFRP. Materials & Structures, 48(1–2), 107–122. doi:https://doi.org/10.1617/s11527-013-0171-9
- Mostofinejad, D., & Torabian, A. (2016). Experimental study of circular RC columns strengthened with longitudinal CFRP composites under eccentric loading: Comparative evaluation ef EBR and EBROG methods. Journal of Composites for Construction, 20(2), 04015015–04015055. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000618
- Ortlepp, R., & Ortlepp, S. (2017). Textile reinforced concrete for strengthening of RC columns: A contribution to resource conservation through the preservation of structures. Construction & Building Materials, 132, 150–160. doi:https://doi.org/10.1016/j.conbuildmat.2016.11.133
- Osama, A. (2017). Structural reliability of biaxial loaded short/slender-square FRP-confined RC columns. Construction & Building Materials, 151, 370–382.
- Park, R., & Paulay, T. (1975). Reinforced concrete structures. New York: John Wiley and Sons.
- Parvin, A., & Wang, W. (2001). Behavior of FRP jacketed concrete columns under eccentric loading. Journal of Composites for Construction, 5(3), 146–152. doi:https://doi.org/10.1061/(ASCE)1090-0268(2001)5:3(146)
- Paultre, P., Légeron, F., & Mongeau, D. (2001). Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns. Structural Journal, 98(4), 490–501.
- Punurai, W., Hsu, C.-T. T., Punurai, S., & Chen, J. (2013). Biaxially loaded RC slender columns strengthened by CFRP composite fabrics. Engineering Structures, 46, 311–321. doi:https://doi.org/10.1016/j.engstruct.2012.07.014
- Rahai, A., & Akbarpour, H. (2014). Experimental investigation on rectangular RC columns strengthened with CFRP composites under axial load and biaxial bending. Composite Structures, 108, 538–546. doi:https://doi.org/10.1016/j.compstruct.2013.09.015
- Rousakis, T. C., Rakitzis, T. D., & Karabinis, A. I. (2012). Design-oriented strength model for FRP-confined concrete members. Journal of Composites for Construction, 16(6), 615–625. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000295
- Saadatmanesh, H., Ehsani, M. R., & Li, M. W. (1994). Strength and ductility of concrete columns externally reinforced with fiber composite straps. ACI Structural Journal, 91(4), 434–447.
- Saljoughian, A., & Mostofinejad, D. (2016). Axial–flexural interaction in square RC columns confined by intermittent CFRP wraps. Composites Part B: Engineering, 89, 85–95. doi:https://doi.org/10.1016/j.compositesb.2015.10.047
- Saljoughian, A., & Mostofinejad, D. (2016). Corner Strip–Batten technique for FRP-confinement of square RC columns under eccentric loading. Journal of Composites for Construction, 20(3), 04015012–04015077. doi:https://doi.org/10.1061/(ASCE)CC.1943-5614.0000644
- Saljoughian, A., & Mostofinejad, D. (2018). Grooving methods in square RC columns strengthened with longitudinal CFRP under cyclic axial compression. Engineering Structures, 174, 724–735. doi:https://doi.org/10.1016/j.engstruct.2018.08.007
- Si Youcef, Y., Amziane, S., & Chemrouk, M. (2010). Geometrical effect on the behavior of CFRP confined and unconfined concrete columns. Journal of Reinforced Plastics & Composites, 29(17), 2621.
- Si Youcef, Y., Amziane, S., & Chemrouk, M. (2015a). CFRP confinement effectiveness on the behavior of reinforced concrete columns with respect to buckling instability. Construction & Building Materials, 81, 81–92. doi:https://doi.org/10.1016/j.conbuildmat.2015.02.006
- Si Youcef, Y., Amziane, S., & Chemrouk, M. (2015b). Effectiveness of strengthening by CFRP on behavior of reinforced concrete columns with respect to the buckling instability. Materials & Structures, 48(1–2), 35–51. doi:https://doi.org/10.1617/s11527-013-0166-6
- Si Youcef, Y., Amziane, S., & Chemrouk, M. 2008. The influence of CFRP on the behavior of reinforced concrete subjected to buckling. 4th International Conference on FRP Composites in Civil Engineering, CICE 2008, Zurich, Switzerland, pp. 22–24, July 2008.
- Siddiqui, N. A., Alsayed, S. H., Al-Salloum, Y. A., Iqbal, R. A., & Abbas, H. (2014). Experimental investigation of slender circular RC columns strengthened with FRP composites. Construction & Building Materials, 69, 323–334. doi:https://doi.org/10.1016/j.conbuildmat.2014.07.053
- Sikadur-330 (2011). 2-Part epoxy impregnation resin. Product data sheet edition 24/08/2011, N°9.97.
- SikaWrap-230C (2013). Woven carbon fibre fabric for structural strengthening. Product data sheet edition 19/03/2013, N°9.80.
- Slaitas, J., Valivonis, J., Juknevičius, L., & Šalna, R. (2018). Load-bearing capacity of flexural reinforced concrete members strengthened with fiber-reinforced polymer in fracture stage. Advances in Mechanical Engineering, 10(5), 168781401877216–168781401877294. doi:https://doi.org/10.1177/1687814018772942
- Toutanji, H. (1999). Stress–strain characteristics of concrete columns externally confined with advanced composites sheets. ACI Materials Journal, 96(3), 397–403.
- Zeng, J. J., Guo, Y. C., Gao, W. Y., Li, J. Z., & Xie, J. H. (2017). Behavior of partially and fully FRP-confined circularized square columns under axial compression. Construction & Building Materials, 152, 319–332. doi:https://doi.org/10.1016/j.conbuildmat.2017.06.152
- Zhang, P., Zhu, H., Wu, G., Meng, S., & Wu, Z. (2017). Flexural performance of U-shape fiber-reinforced polymers profile-concrete composite beams under static and cyclic loads. Journal of Reinforced Plastics & Composites, 36(1), 53–71. doi:https://doi.org/10.1177/0731684416670531
- Zhu, Z., Ahmad, I., & Mirmiran, A. (2005). Effect of column parameters on axial compression behavior of concrete-filled FRP tubes. Advances in Structural Engineering, 8(4), 443–449. doi:https://doi.org/10.1260/136943305774353098