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

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

Open Access
|Sep 2021

References

  1. Klymenko, Ye. (2010) Technical condition of buildings and structures, Odessa.
  2. Zoran, B. et. al. (2015), “Damage of concrete and reinforcement of reinforced-concrete”, Procedia Engineering, vol. 117, pp. 411-418.10.1016/j.proeng.2015.08.187
  3. 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.
  4. 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.
  5. Blikharskyi, Z. (2011), Reinforced Concrete Structures in Aggressive Environments and for Load and Reinforcement Actions, Publishing House of Lviv Polytechnic.
  6. 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/EC
  7. Klymenko, Ye., and Arez M., (2017), Capacity of damaged reinforced concrete beams, OSACEA, Odessa.
  8. Orešković, et. al. (2018), “Analysis of damaged concrete columns of circular cross-section”, Tehnički vjesnik, Vol. 25(2), pp. 337-343.
  9. 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.
  10. Talbot A. N. (1909), “Tests of Reinforced Concrete Beams: Resistance of web Stresses”, University of Illinois, Engineering Experiment Station, Vol. 29, pp. 17–19.
  11. 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-X
  12. 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-2019-75-37-43
  13. 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.
  14. 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.
  15. 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.
  16. 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.
  17. 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.
  18. 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.
  19. 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.
  20. Vegera, P.I., (2016), Load-bearing capacity of inclined sections of reinforced concrete beams reinforced with composite materials under load, Lviv, 145 p.
  21. 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.
Language: English
Page range: 14 - 26
Submitted on: May 7, 2020
Accepted on: Jul 2, 2020
Published on: Sep 13, 2021
Published by: Međimurje University of Applied Sciences in Čakovec
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2021 Klymenko Yevhenii, Kos Zeljko, Grynyova Iryna, Polianskyi Kostiantyn, published by Međimurje University of Applied Sciences in Čakovec
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.