[
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.
]Search in Google Scholar
[
Blikharskyy, Z., Selejdak, J., Blikharskyy, Y., Khmil, R., 2019. Corrosion of Reinforce Bars in RC Constructions, System Safety: Human - Technical Facility – Environment, 1, 277-283. DOI: 10.2478/czoto-2019-0036.
]Search in Google Scholar
[
Blikharskyy, Z., Vashkevych, R., Vegera, P., Blikharskyy, Y., 2020. Crack Resistance of RC Beams on the Shear, Lecture Notes in Civil Engineering, 47, 17-24. DOI: 10.1007/978-3-030-27011-7_3.
]Search in Google Scholar
[
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.
]Search in Google Scholar
[
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
]Search in Google Scholar
[
Concrete and reinforced concrete structures of heavy concrete. Design Rules: DSTU: B V.2.6-156: 2010. 2011. Minrehionbud of Ukraine, 118.
]Search in Google Scholar
[
Concrete and reinforced concrete structures: DBN B.2.6 - 98: 2009. 2011. Minrehionbud of Ukraine 84.
]Search in Google Scholar
[
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.
]Search in Google Scholar
[
Eurocode 2: Design of concrete structures – Part 1-1: General rules for buildings. 2004. EN 1992-1-1:2004 (E), 225.
]Search in Google Scholar
[
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
]Search in Google Scholar
[
Krainskyi, P., Blikharskyy, Y., Khmil, R., Vegera, P., 2020. Crack Resistance of RC Columns Strengthened by Jacketing, Lecture Notes in Civil Engineering, 47, 195-201. DOI: 10.1007/978-3-030-27011-7_25.
]Search in Google Scholar
[
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.
]Search in Google Scholar
[
Lobodanov, M., Vegera, P., Blikharskyy, Z., 2020. Planning Experiment for Researching Reinforced Concrete Beams with Damages, Lecture Notes in Civil Engineering, 47, 243-250. DOI: 10.1007/978-3-030-27011-7_31.
]Search in Google Scholar
[
Rossini, M., Spadea, S., Nanni, A., 2019. Pedestrian bridge as clarifying example of FRP-RC/PC design, ACI:Special Publication, 333, 96-118.
]Search in Google Scholar
[
Selejdak, J., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2020. Calculation of Reinforced Concrete Columns Strengthened by CFRP, Lecture Notes in Civil Engineering, 47, 400-410. DOI: 10.1007/978-3-030-27011-7_51.
]Search in Google Scholar
[
Triantafillou, T., Matthys, S., et al., 2001. Externally bonded FRP reinforcement for RC structures. Technical report, International Federation for Structural Concrete (FIB).
]Search in Google Scholar
[
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).
]Search in Google Scholar
, 