References
- Andriichuk, O., Yasiuk, I., Uzhehov, S., Palyvoda, O., 2021. Experimental Research of Strength Characteristics of Steel Fiber Reinforced Concrete Gutters and Modeling of Their Work Using the Finite Element Method. Lecture Notes in Civil Engineering, 100, 1–8. DOI: 10.1007/978-3-030-57340-9_1
- Blikharskyy, Y., Selejdak, J., Bobalo, T., Khmil, R., Volynets, M., 2021. Influence of the percentage of reinforcement by unstressed rebar on the deformability of pre-stressed RC beams. Production Engineering Archives, 27(3), pp. 212–216. DOI: 10.30657/pea.2021.27.28
- Blikharskyy, Z., Selejdak, J., Blikharskyy, Y., Khmil, R., 2019. Corrosion of Reinforce Bars in RC Constructions, System Safety: Human - Technical Facility – Environment, 1(1), 277-283, DOI: 10.2478/czoto-2019-0036
- Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M., 2021. Influence of the Percentage of Reinforcement on the Compressive Forces Loss in Pre-stressed RC Beams Strengthened with a Package of Steel Bars. Lecture Notes in Civil Engineering, 2021, 100, 53–62. DOI: 10.1007/978-3-030-57340-9_7
- Brachaczek W, Gałuszka, A., 2023. A. Repair of concretes in the underwater part of a water barrage. Construction of Optimized Energy Potential, 12(1), 116-123. DOI: 10.17512/bozpe.2023.12.13
- Dmytrenko, Y., Genzerskiy, Y., Yakovenko, I., Bakulin, Y., 2023. Strength analysis of normal cross-sections of reinforced concrete structures in uniaxial bending by Wood-Armer method in LIRA SAPR software. AIP Conference Proceedings, 2678, 020006. DOI: 10.1063/5.0118680
- Dmytrenko, Y., Yakovenko, I., Fesenko, O., 2016. Strength of eccentrically tensioned reinforced concrete structures with small eccentricities by normal sections. Scientific Review Engineering and Environmental Sciences, 30(3), 424–438. DOI: 10.22630/PNIKS.2021.30.3.36
- Dorofeyev, V., Pushkar, N., 2023. The Bearing-Capacity of Precast Beams with Vertical Contact Plane. Lecture Notes in Civil Engineering, 290, 67–75. DOI: 10.1007/978-3-031-14141-6_7
- Katunský, D., Katunská, J., Tóth, S., 2015. Possibility of choices industrial hall object reconstruction. International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, 2(5), 389–396.
- Kos, Ž., Gotal Dmitrović, L., Klimenko, E., 2017. Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity, Tehnički glasnik, 11(4), 150-154, https://hrcak.srce.hr/190990
- Koteš, P., Vavruš, M., Jošt, J., Prokop, J., 2020. Strengthening of concrete column by using the wrapper layer of fibre reinforced concrete, Materials, 13(23), 1-21, 5432, DOI: 10.3390/ma13235432
- Koteš, P., Vavruš, M., Raczkiewicz, W., 2022. Innovative strengthening of RC columns using a layer of a fibre reinforced concrete, Acta Polytechnica CTU Proceedings, 33, 309-315, DOI: 10.14311/APP.2022.33.0309
- Koteš, P., Zahuranec, M., Vavruš, M., 2023. Diagnostic and Design of Reconstruction of Building Váhostav, Lecture Notes in Civil Engineering, 322, 165-174, DOI: 10.1007/978-3-031-26879-3_13
- Lenkovskiy, T.M., Kulyk, V.V., Duriagina, Z.A., Kovalchuk, R.A., Topilnytskyy, V.H., Vira, V.V., Tepla, T.L., 2017. Mode I and mode II fatigue crack growth resistance characteristics of high tempered 65G steel. Archives of Materials Science and Engineering, 84(1), 34–41. DOI: 10.5604/01.3001.0010.3029
- Lipiński, T., 2021. Investigation of corrosion rate of X55CrMo14 stainless steel at 65% nitrate acid at 348 K, Production Engineering Archives, 27(2), 108-111, DOI: 10.30657/pea.2021.27.13
- Lipiński, T., Wach, A., 2020. Influence of inclusions on bending fatigue strength coefficient the medium carbon steel melted in an electric furnace, Production Engineering Archives, 26(3), 88-91, DOI: 10.30657/pea.2020.26.18
- Ostash, O.P., Muravs’Kyi, L.I., Voronyak, T.I., Kmet’, A.B., Andreiko, I.M., Vira, V.V., 2011. Determination of the size of the fatigue prefracture zone by the method of phase-shifting interferometry. Materials Science, 46(6), 781–788. DOI: 10.1007/s11003-011-9353-1
- Pietrzak, A., 2024. Effect of polypropylene fiber structure and length on selected properties of concrete. Construction of Optimized Energy Potential, 13(1), 78-88. DOI: 10.17512/bozpe.2024.13.09
- Stechyshyn, M., Sanytskyy, M., Poznyak, O., 2015. Durability properties of high volume fly ash self-compacting fiber reinforced concretes. Eastern-European Journal of Enterprise Technologies, 2015, 3(11), pp. 49–53, DOI: 10.15587/1729-4061.2015.44246
- Świt, G., Dzioba, I., Ulewicz, M., Lipiec, S., Adamczak-Bugno, A., Krampikowska, A., 2023. Experimental-numerical analysis of the fracture process in smooth and notched V specimens. Production Engineering Archives, 29(4), pp.444-451. DOI: 10.30657/pea.2023.29.49
- Vatulia, G.L., Smolyanyuk, N.V., Shevchenko, A.A., Orel, Y.F., Kovalov, M.O., 2020. Evaluation of the load-bearing capacity of variously shaped steel-concrete slabs under short term loading. IOP Conference Series: Materials Science and Engineering, 1002(1), 012007. DOI: 10.1088/1757-899X/1002/1/012007
- Grydzhuk J., Chudyk I., Slabyi O., Mosora Y., Kovbaniuk M., Krynke M., 2022. Mathematical modeling of the stress-strain state of the annular preventer seal using the theory of reinforced shells. Production Engineering Archives, 28(4), 375-380. DOI: 10.30657/pea.2022.28.46
- Zahuranec, M., Koteš, P., Kraľovanec, J., 2023. The Influence of the Prestressing Level of the Fully Threaded Anchor Bar on the Corrosion Rate, Buildings, 13(7), 1592, DOI: 10.3390/buildings13071592