Behavior of Circular Reinforced Concrete Columns Strengthened by Different Techniques Subjected to Axial Loading

[1] OLIVOVA, K. - BILCIK, J.: Strengthening of concrete columns with CFRP, Slovak J. Civ. Eng., vol. 1, pp. 1–9, 2009. Search in Google Scholar

[2] TAYEH, B. - NAJA, M. - SHIHADA, S. - ARAFA, M.: Repairing and strengthening of damaged RC columns using thin concrete jacketing, Adv. Civ. Eng., vol. 2019, 2019. Search in Google Scholar

[3] ABED, R. - MASHREI, M. - SULTAN, A.: Evaluating flexural strength of RC beams strengthened by CFRP using different analytical models, Civ. Environ. Eng., vol. 17, no. 2, pp. 465–475, 2021. Search in Google Scholar

[4] BASIM, M. - MEHDI, H.: Parametric study of rectangular reinforced concrete columns confined by carbon fiber reinforced polymer under axial load, Journal of Engineering and Sustainable Development, 2 nd online Scientific conference for Graduate Engineering Students June, https://doi.org/10.31272/jeasd.conf.2.4.3, 2021. Search in Google Scholar

[5] AU, C.- BUYUKOZTURK, O.: Effect of fiber orientation and ply mix on fiber reinforced polymer-confined concrete, J. Compos. Constr., vol. 9, no. 5, pp. 397–407, 2005. Search in Google Scholar

[6] LI, G. - MARICHERLA, D.- SINGH, K. - PANG, S.- JOHN, M.: Effect of fiber orientation on the structural behavior of FRP wrapped concrete cylinders, Compos. Struct., vol. 74, no. 4, pp. 475–483, 2006. Search in Google Scholar

[7] PIEKARCZYK, J. - BLAZWICZ, S.: Compression strength of concrete cylinders reinforced with carbon fiber laminate, Constr. Build. Mater., vol. 25, no. 5, pp. 2365–2369, 2011. Search in Google Scholar

[8] HADI, M.: Behaviour of FRP strengthened concrete columns under eccentric compression loading, Compos. Struct., vol. 77, no. 1, pp. 92–96, 2007. Search in Google Scholar

[9] EL MAADDAWY, T.: Strengthening of eccentrically loaded reinforced concrete columns with fiberreinforced polymer wrapping system: Experimental investigation and analytical modeling, J. Compos. Constr, vol. 13, no. 1, pp. 13–24, 2009. Search in Google Scholar

[10] MOSTOFINEJAD, D. - MAHMOUDABADI, E.: Grooving as alternative method of surface preparation to postpone debonding of FRP laminates in concrete beams, J. Compos. Constr., vol. 14, no. 6, pp. 804–811, 2010. Search in Google Scholar

[11] HAJRASOULIHA, M. - MOSTOFINEJAD, D.: Grooving as a substitute method of conventional surface preparation for elimination of debonding of FRP laminates from concrete surface, in 9th Int. Congress on Advances in Civil Engineering, Karadeniz Technical Univ., Trabzon, Turkey, 2010. Search in Google Scholar

[12] MOSTOFINEJAD, D. - SHAMELI, M.: Performance of EBROG method under multilayer FRP sheets for flexural strengthening of concrete beams, Procedia Eng., vol. 14, pp. 3176–3182, 2011. Search in Google Scholar

[13] MOSTOFINEJAD, D. - MOSHIRI, N.: Compressive strength of CFRP composites used for strengthening of RC columns: Comparative evaluation of EBR and grooving methods, J. Compos. Constr., vol. 19, no. 5, p. 4014079, 2015. Search in Google Scholar

[14] TIAN, H. - ZHOU, Z. - ZHANG, Y. - WEI, Y.: Axial behavior of reinforced concrete column with ultrahigh performance concrete stay-in-place formwork, Eng. Struct., vol. 210, p. 110403, 2020. Search in Google Scholar

[15] GOLIATH, K. - CARDOSO, D. - SILVA, F.: Flexural behavior of carbon-textile-reinforced concrete I-section beams, Compos. Struct., vol. 260, p. 113540, 2021. Search in Google Scholar

[16] DONNINI, J. - SPAGNUOLO, S. - CORINALDESI, V.: A comparison between the use of FRP, FRCM and HPM for concrete confinement, Compos. Part B Eng., vol. 160, pp. 586–594, 2019. Search in Google Scholar

[17] TRIANTAFILLOU, T.- PAPANICOLAOU, C. - ZISSIMOPOULOS, P. - LAOURDEKIS, T.: Concrete confinement with textile-reinforced mortar jackets, ACI Struct. J., vol. 103, no. 1, p. 28, 2006. Search in Google Scholar

[18] BASALO, F. - MATTA, F. - NANNI, A.: Fiber reinforced cement-based composite system for concrete confinement,” Constr. Build. Mater., vol. 32, pp. 55–65, 2012. Search in Google Scholar

[19] COLAJANNI, P. - DOMENICO, F. - RECUPERO, A. - SPINELLA, N.: Concrete columns confined with fibre reinforced cementitious mortars: Experimentation and modelling, Constr. Build. Mater., vol. 52, pp. 375–384, 2014. Search in Google Scholar

[20] KABIR, M.- SHAFEI, E.: Plasticity modeling of FRP-confined circular reinforced concrete columns subjected to eccentric axial loading, Compos. Part B Eng., vol. 43, no. 8, pp. 3497–3506, 2012. Search in Google Scholar

[21] TIAN, H. - ZHOU, Z. WEI, Y. - WANG, Y.: Behavior of FRP-confined ultra-high performance concrete under eccentric compression, Compos. Struct., vol. 256, p. 113040, 2021. Search in Google Scholar

[22] TRAPKO, T.: Behaviour of fibre reinforced cementitious matrix strengthened concrete columns under eccentric compression loading, Mater. Des., vol. 54, pp. 947–954, 2014. Search in Google Scholar

[23] COMMITTEE, A.: ACI 318-19, Building Code Requirements for Structural Concrete and Commentary, Am. Concr. Inst. Farmingt. Hills, MI, USA, 2019. Search in Google Scholar

[24] STANDARD, A.: C39/C39M-18, Stand. test method compressive strength Cylind. Concr. specimens, ASTM Int. West Conshohocken PA, 2018. Search in Google Scholar

[25] MOSTOFINEJAD, D. - AKHLAGHI, A.: Flexural Strengthening of Reinforced Concrete Beam-Column Joints Using Innovative Anchorage System., ACI Struct. J., vol. 114, no. 6, 2017. Search in Google Scholar

[26] SALIJOUGHIAN, A. - MOSTOFINEJAD, D.: Behavior of RC columns confined with CFRP using CSB method under cyclic axial compression, Constr. Build. Mater., vol. 235, p. 117786, 2020. Search in Google Scholar