[
Barashikov, A. & Zadorozhnikova, I. (2005). Sproscheni rozrahunki nesuchoyi zdatnosti normalnih pereriziv zginalnih zalizobetonnih elementiv za deformatsiynoyu modellyu [Simplified calculations of bearing capacity of normal sections of bending reinforced concrete elements according to the deformation model]. Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy, 12, 109–115.
]Search in Google Scholar
[
Ben Mekki, O. & Siegert, D. (2012). 10m–Spancomposite10 m – Span composite ultra-high perfomance fiber-reinforced concrete-carbon fibres-timber bridge concept: Feasibility validation and vibration monitoring. Mechanics of Advanced Materials and Structures, 2 (10), 850–863.
]Search in Google Scholar
[
Borisyuk, O. P. (2012).Rozrahunoknesuchoyizdatnosti Rozrahunok nesuchoyi zdatnosti normalnih pereriziv zalizobetonnih zginalnih elementiv, armovanih zovnishnoyu kompozitnoyu armaturoyu, dlya diyi malih tsiklovih navantazhen[Calculationof [Calculation of bearing capacity of normal cross sections of reinforced concrete bending elements reinforced by external composite reinforcement for the action of low cycle loads]. Construction. Materials Science, 65, 82–88.
]Search in Google Scholar
[
Boyarchuk, B. A. (2003). Mitsnist, trischinostiykist i deformovanist zalizobetonnih konstruktsiy riznimi sposobami armuvannya roztyagnutoyi zoni [Strength, crack resistance and deformability of reinforced concrete structures with different methods of reinforcement of the stretched zone] (dissertation). Lutskyy natsionalnyy tekhnichnyy universytet – LNTU, Lutsk.
]Search in Google Scholar
[
Dovbenko, V. S. (2015). Napruzheno-deformovaniy stan zalizobetonnih zginalnih elementiv, armovanih polimernoyu kompozitsieyu [Stress-deformed state of reinforced concrete bending elements reinforced by a polymer composition] (dissertation). Natsionalnyy universytet vodnoho hospodarstva ta pryrodokorystuvannya – NUVHP, Rivne.
]Search in Google Scholar
[
International Federation for Structural Concrete [fib] (2001). Externally bonded FRP reinforcement for RC structures. fib Bulletin, 14.
]Search in Google Scholar
[
Kisilier, M. I. (1977). Gibkie zhelezobetonnyie elementyi s prikleennyim naruzhnyim stalnyim listom, rastyanutyie posadkoy pod deystviem staticheskih nagruzok [Flexible reinforced concrete elements with glued external steel sheet stretched by fitting under the action of static loads] (dissertation). NIIAB, Moskva.
]Search in Google Scholar
[
Klimpush, M. D. & Kvasha, V. G. (2007). RozrahunokRozrahunok mitsnosti normalnih pereriziv zalizobetonnih balok, armovanih vugletsevimi polimerami [Calculationof[Calculation of the strength of normal sections of reinforced concrete beams reinforced by carbon polymers]. Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy, 15, 270–276.
]Search in Google Scholar
[
Kvasha, V. G. (2008).Rozrahunokmitsnostinormalnih Rozrahunok mitsnosti normalnih pereriziv zalizobetonnih balok, armovanih zovnishnoyu kleenoyu kompozitnoyu armaturoyu, na osnovi deformatsiynoyi modeli [Calculationofthestrengthofnor-[Calculation of the strength of normal sections of reinforced concrete beams, reinforced by external glued composite reinforcement, on the basis of deformation model]. Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy, 16, Part1, 363–371.
]Search in Google Scholar
[
Melnyk, I. V., Dobriansky, R. Z. & Murin, A. Y. (2005). Mitsnist i deformatsiynist zalizobetonnih balok, armovanih konstruktsiynimi kompozitami, za riznih umov poperednogo navantazhennya [Strength and deformability of reinforced concrete beams reinforced by structural composites under different pre-loading conditions]. Stroitelnyye konstruktsii, 56, 121–129.
]Search in Google Scholar
[
Rimar, Y. V. (2010). Mitsnist i deformatsiynist zalizobetonnih balok, ukriplenih pid navantazhennyam armaturnoyu armaturoyu [Strength and deformability of reinforced concrete beams reinforced under load by reinforcement fitting] (dissertation). Natsionalnyy universytet Lvivska politekhnika, Lviv.
]Search in Google Scholar
[
Semenyuk, S. D. (2007). Posilennya stisnutoyi zoni zalizobetonnih zginalnih elementiv [The gain of the compressed zone of reinforced concrete bending elements]. In S. D. Semenyuk, Y. G. Voloshenko (eds.) Problemy suchasnoho betonu ta zalizobetonu: materialy mizhnarodnoho sympoziumu (pp. 306–321). Minsk: Screenco.
]Search in Google Scholar
[
Shylin, A. A., Pshenichny, V. A. & Kartuzov, D. V. M. (2007). Vneshneye armirovaniye zhelezobetonnykh kon-struktsiy kompozitsionnymi materialami [External reinforcement of reinforced concrete structures with composite materials]. Moskva: Stroyizdat.
]Search in Google Scholar
[
Smolyaninov, M. Y. (2007). Pidvischennya mitsnosti ta trischinnosti zalizobetonnih elementiv, armovanih roz-chinom akrilovogo polimeru, pid dieyu korotkochasnih statichnih i bagatorazovo povtoryuvanih navantazhen [Increase of strenght and crack strength of reinforced concrete elements reinforced by acrylic polymer solution, under the action of short-term static and repeatedly repeated loads] (dissertation). UDASH, Kharkiv.
]Search in Google Scholar
[
State Enterprise Ukrainian Scientific Research and Training Center for Standardization, Certification and Quality Problems [SEUkrNDNC] (2011a). Betonni ta zalizobetonni konstruktsiyio. Snovni polozhennya [Concrete and reinforced concrete constructions. Basics principles] (DBN V.2.6-98:2009). Kyiv: Uk-rarkhinformbud.
]Search in Google Scholar
[
State Enterprise Ukrainian Scientific Research and Training Center for Standardization, Certification and Quality Problems [SEUkrNDNC] (2011b). Stalezalizobetonni konstruktsiyi. Osnovni polozhennya [Reinforced concrete structures. Substantive principles] (DSTU B.V.2.6-156:2010). Kyiv: Ukrarkhinformbud.
]Search in Google Scholar
[
Valovoy, M. O. (2009).Vplivbagatorazovihnavantazhen Vpliv bagatorazovih navantazhen na mitsnist, deformovanist ta trischinnist zalizobetonnih balok na vidhodi zbagachenih zalizobetonnih rud [Influ-[Influence of repeated loads on strength, deformability and crack strength of reinforced concrete beams on wastes of enriched ferro-concrete ores]. Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy, 18, 456–462.
]Search in Google Scholar
[
Zadorozhnikova, I. V. (2006). Zmitsnennya stisnutoyi zoni, yak zasib vidnovlennya ekspluatatsiynih yakostey zalizobetonnih zginalnih elementiv [Strengthening of the compressed zone, as a means of restoring the operational qualities of reinforced concrete bending elements] (dissertation). Lutskyy natsionalnyy tekhnichnyy universytet – LNTU, Lutsk.
]Search in Google Scholar
[
Ziatiuk, Y. Y. (2016). Rezultati eksperimentalnih doslidzhen zalizobetonnih balok, zmitsnenih u stisnenih i roztyagnutih zonah [Results of experimental research of reinforced concrete beams strengthened in compressed and stretched zones]. Mistobuduvannya ta terytorialne planuvannya, 61 (special), 216–222.
]Search in Google Scholar
, 