Amadio, C., Macorini, L., Sorgon, S., Suraci, G., 2011. A novel hybrid system with RC-encased steel joists, European Journal of Environmental and Civil Engineering, 15(10), 1433-1463. DOI:10.3166/EJECE.15.1433-1463.
Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M., 2020. Serviceability of RC Beams Reinforced with High Strength Rebar’s and Steel Plate, Lecture Notes in Civil Engineering, 47, 25-33. DOI: 10.1007/978-3-030-27011-7_4.
Bobalo, T., Blikharskyy, Y., Vashkevich, R., Volynets, M., 2018. Bearing capacity of RC beams reinforced with high strength rebars and steel plate, MATEC Web of Conferences, 230, 02003. DOI: 10.1051/matecconf/201823002003
Eurocode 2: Design of concrete structures – Part 1: General rules and rules for buildings (together with United Kingdom National Application Document). 1994 DD ENV 1992-1-1:1992, 194.
Ferrari, V. J., de Hanai, J. B., 2012. Flexural strengthening of reinforced concrete beams with carbon fibers reinforced polymer (CFRP) sheet bonded to a transition layer of high performance cement-based composite. Revista IBRACON de Estruturas e Materiais, 5(5), 596-626. DOI: 10.1590/S1983-41952012000500003
Krainskyi, P., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018. Experimental study of the strengthening effect of reinforced concrete columns jacketed under service load level, MATEC Web of Conferences, 183, 02008. DOI: 10.1051/matecconf/201818302008.
Vegera, P.I., Khmil, R. E., Blikharskyy, Z. Z., 2015. Optimization of the methodology of experimental research of inclined sections of reinforced concrete beams, Theory and Building Practice, 823, 38-43. (in Ukranian).