Investigation of Residual Bearing Capacity of Inclined Sections of Damaged Reinforced Concrete Beams

Klymenko, Ye. (2010) Technical condition of buildings and structures, Odessa.Search in Google Scholar

Zoran, B. et. al. (2015), “Damage of concrete and reinforcement of reinforced-concrete”, Procedia Engineering, vol. 117, pp. 411-418.10.1016/j.proeng.2015.08.187Search in Google Scholar

Lu, Z., et. al. (2015), “A numerical approach for calculating the mechanical performance of the fire-damaged reinforced concrete continuous beams”, Tongji Daxue Xuebao, Journal of Tongji University, Vol. 43(1), pp. 16-26.Search in Google Scholar

Ou, Z.-M., and Sun, L. (2017), “Flexural fatigue-life reliability of frost-damaged concrete”, Zhejiang Daxue Xuebao (Gongxue Ban), Journal of Zhejiang University (Engineering Science), Vol. 51, pp. 1074-1081 and 1103.Search in Google Scholar

Blikharskyi, Z. (2011), Reinforced Concrete Structures in Aggressive Environments and for Load and Reinforcement Actions, Publishing House of Lviv Polytechnic.Search in Google Scholar

BS EN 1992-1-1:2004 - Design of concrete structures. General rules and rules for buildings, The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/ECSearch in Google Scholar

Klymenko, Ye., and Arez M., (2017), Capacity of damaged reinforced concrete beams, OSACEA, Odessa.Search in Google Scholar

Orešković, et. al. (2018), “Analysis of damaged concrete columns of circular cross-section”, Tehnički vjesnik, Vol. 25(2), pp. 337-343.Search in Google Scholar

Klymenko, Ye., Chtrnieva, O., Ismael, A. (2013), “Tests results of the damaged T-section beams”, Varaždin, Technical journal, Scientific professional journal of Polytechnic of Varaždin, Vol. 4, pp. 344-346.Search in Google Scholar

Talbot A. N. (1909), “Tests of Reinforced Concrete Beams: Resistance of web Stresses”, University of Illinois, Engineering Experiment Station, Vol. 29, pp. 17–19.Search in Google Scholar

Johnson, R.P., Tait, C.J. (1981), “The strength in combined bending and tension of concrete beams with externally bonded reinforcing plates”, Building and Environment, Vol. 16 (4), pp. 287–299.10.1016/0360-1323(81)90007-XSearch in Google Scholar

Klymenko, Ye.V., Boiadzhi. A.O., Polianskyi, K.V., (2019) “About the experimental investigation of residual bearing capacity of damaged reinforced concrete beams inclined sections”, Bulletin of Odessa State Academy of Civil Engineering and Architecture collection of scientific works, Vol. 75, pp. 37–43.10.31650/2415-377X-2019-75-37-43Search in Google Scholar

Pavlikov, A.M., and Boyko, O.V., (2011), “Determination of the angle of the neutral line in the sections of obliquely bent reinforced concrete elements taking into account the nonlinear properties of concrete based on diagrams of its state”, Resource-saving materials, structures, buildings and structures, Rivne, Vol. 21., pp. 128–132.Search in Google Scholar

Dorofeev, V. S., et. al. (2010), On the influence of structural factors on the bearing capacity of flexible concrete elements”, Bulletin of Odessa State Academy of Civil Engineering and Architecture collection of scientific works, Vol. 39, (1), pp. 186–199.Search in Google Scholar

Zalesov, A.S., et. al. (2002), “Calculation of the strength of reinforced concrete structures under different load occurs on new regulations”, Concrete and reinforced concrete. Vol.3., pp. 10–13.Search in Google Scholar

Voskobiynyk, O.P., et. al. (2011), Experimental researches of reinforced concrete beams with defects and damages causing oblique bending, Collection of scientific works (branch mechanical engineering, construction), Poltava, Vol. 1 (29). pp. 87–92.Search in Google Scholar

Garkava, O.V., and Barilyak, B.A., (2018), “Calculation of bearing capacity of reinforced concrete crane girders at oblique bending”, Collection of scientific works of the Ukrainian State University of Railway Transport. Vol. 175, pp. 77–83.Search in Google Scholar

Karpyuk, V.M., et. al.,(2016), Influence of constructive factors and factors of external action on bearing capacity of beam designs at a small cycle loading, Bulletin of Odessa State Academy of Civil Engineering and Architecture collection of scientific works, Vol. 61. pp. 130-136.Search in Google Scholar

Voskobiynyk, P.P.,et. al.,(2016), “Experimental researches of restoration of operational properties of reinforced concrete beams for the purpose of their repeated application”, Resource-saving materials, designs, buildings and buildings, Poltava, Vol. 32., pp. 451–458.Search in Google Scholar

Vegera, P.I., (2016), Load-bearing capacity of inclined sections of reinforced concrete beams reinforced with composite materials under load, Lviv, 145 p.Search in Google Scholar

Bondarenko, V.M., and Ivakhnyuk, V.A., (2003), “Fragments of the theory of power resistance of concrete damaged by corrosion”, Concrete and reinforced concrete, Vol. 5, pp. 42–46.Search in Google Scholar