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Influence analysis of the main types of defects and damages on bearing capacity in reinforced concrete elements and their research methods

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In current economic trends, changes in construction using are required. It usually leads to changes in value and type of the working load on building structures, with the requirement to rate the technical state and replace or strengthen the elements. An important aspect of determining the residual bearing capacity of damaged bending reinforced concrete elements is the research concerning the influence of difference defects and damages on the change of strength and deformability. In the article main types of damages and defects, methods of studies of damaged reinforced concrete elements and the expediency of usage of this elements are described. However, most methods are suitable only for certain defects and damages due to the large complexity of calculations and the consideration of multifactoriality. Significant complexity of a single method for calculating damaged elements depends on the possible changing stress strain state of an element in combination with certain defects and damages, the presence of a non-complete separation where during loading or alteration of the damaged element the fractions become included in the work, reinforced concrete is the composite material which carrying complexity in calculating the joint work of its components.
Rocznik
Tom
Strony
24--29
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, Karpinskogo Str. 6, Lviv, 79013, Ukraine
autor
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, Karpinskogo Str. 6, Lviv, 79013, Ukraine
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, Karpinskogo Str. 6, Lviv, 79013, Ukraine
Bibliografia
  • 1. Bliharsky, Z., Ya., R.E., Khmil, R., Vashkevich, Ya. Z., 2011. The stress-strain state of reinforced concrete beams with local corrosion damage, Bulletin of the National University "Lviv Polytechnic",697, Theory and practice of construction, 36-41.
  • 2. Kadomtsev, M.I., Liapin, A.A., Shatylov, Yu.Iu. 2012. Vibrodiahnostyka budivelnykh konstruktsii, Elektronnyi resurs, Inzhenernyi visnyk Dona, 3.
  • 3. Khmil, R.E. 2009. Strained-deformed state of reinforced concrete beams damaged by aggressive environment, Khmil, R.E., Vashkevich, R.V., Blicharsky, Z.Ya., Bulletin of the National University "Lviv Polytechnic", 655, The theory and practice of construction, 278-285.
  • 4. Klymenko, E.V. 2012. Influence of damage on the strength and deformability of bendable reinforced concrete elements, Klymenko, E.V., Bulletin of the Odessa State Academy of Civil Engineering and Architecture, 51, 175-180.
  • 5. Klymenko, E.V., 2013. On the study of the work of compressed damaged reinforced concrete elements of round section, Klymenko, E.V,, Oreshkovich, M., Bulletin of the National University "Lviv Polytechnic", The theory and practice of construction,755. 173-178.
  • 6. Klymenko, E.V., Cherneva, O.S., Dovgan, O.D., 2013. Aries Mohammed Ismael Influence of the factors of damaged T beams on the magnitude of their destructive load, Intercollegiate collection "SCIENTIFIC NOTES", Lutsk, 43, 94-97.
  • 7. Klymenko, 2014. EV Residual bearing capacity of damaged reinforced concrete beams of the tread profile, E.V., Klimenko, E.S., Cherneva, N.D., Korol, M.M., Ismael Aerez, I.V., Antonyshina, Bulletin of the Odessa State Academy of Civil Engineering and Architecture, 54, 159-163.
  • 8. Malganov, A.I, Plevkov, V.S., Polischuk. A.I., 1990. Restoration and strengthening of building structures of emergency and reconstructed buildings: atlas of schemes and drawings, Tomsk, Unt., 1990, 456.
  • 9. Normative documents on issues of inspection, certification, safe and reliable operation of industrial buildings and structures., 1997. Effective from 1997-11-27, K.: State. committee of the building, archit. and the Housing Policy of Ukraine, Gosnadzoradzorohrantruda of Ukraine, 145.
  • 10. Park, S., Ahmad, S., Yun C.B., Roh Y. Multiple crack detection of concrete structures using impedance-based structural health monitoring techniques, Experimental Mechanics, 46, 609-618.
  • 11. Pavlikov, AM., Boyko, O.V., 2011. Determination of the inclination angle of the neutral line in the cross sections of oblique concrete concrete elements, taking into account the nonlinear properties of concrete on the basis of diagrams of its state, А.М., Pavlikov, O.V., Boyko, Resource-saving materials, constructions, buildings and structures: Sb. sciences Ave, Rivne, 21, 264 - 269.
  • 12. Petrov, O.M. 2015. Cracking and the nature of the destruction of reinforced concrete elements with bending with torsion, O.M. Petrov, Building constructions, 82, 507-518.
  • 13. Puzanov, A.V., Ulybin, A.V. 2011. Metody obsledovanyiia korrozionnoho sostoianiia armatury zhelezobetonnykh konstruktsyi, Inzhenernostroitelnyi zhurnal. 7(25), 18-25.
  • 14. RILEM TECHNICAL COMMITTEES, 1991. Damage classification of concrete structures, The state of the art report of RILEM Technical Committee 104-DCC activity, Materials and Structures, Matg'riaux et Constructions, 24, 253-259.
  • 15. SNIP 2.03.01-84 *., 1989. Concrete and reinforced concrete structures, M. Tsitp, Gosstroya USSR, 80.
  • 16. Stepova, O.V.. 2011. Method of calculation of sectional area loss due to corrosion of reinforcement in normal cracking of beam reinforced concrete constructions, O.V. 17. 16. Stepova, Resource-saving materials, constructions, buildings and structures, sciences Ave, Rivne, 21, 346-352.
  • 17. Structures of buildings and structures. Concrete and reinforced concrete constructions. Basic design provisions: DBN V.2.6-98: 2009. Effective from 2011-07-01, K.: Minregionstroy of Ukraine, 97, (National Standard of Ukraine).
  • 18. Technical diagnostics. Terms and definitions. GOST 20911-89., 1989. [Effective from 01/01/1991]. M.: GK USSR on product quality management and standards. 132.
  • 19. Verb, I.I., Luchko, Y.Y., Kovchyk, S,E., 2002. To the issue of corrosion of concrete and reinforced concrete and their protection. Bulletin of the Lviv Polytechnic National University. The theory and practice of construction, 441, WITH, 34-39.
  • 20. Voskobinik, O.P. 2010. Typological comparison of defects and damages of reinforced concrete, metal and steel reinforced concrete structures, O.P. Wisemaker, Bulletin of the National University "Lviv Polytechnic", The theory and practice of construction, 662, 97-103.
  • 21. Voskobinik, O.P. 2011. Experimental investigations of reinforced concrete beams with defects and damages that cause slanting bends, O.P. Voskobianik, O.O. Kitayev, Ya.V. Makarenko, Ye.S. Bugaenko, Collection of sciences, works (branch machine-building, construction), Poltava: PoltNTU,1(29), 87-92.
  • 22. Voznesensky, V.A., 1981. Static methods of experiment planning in technical and economic research, Voznesensky, V.A., 2nd ed., Corrected. and add - M: Finance and Statistics, 215.
  • 23. Wei, Fan, Pizhong, Qiao. Vibration-based Damage Identification Methods: A Review and Comparative Study, Structural Health Monitoring, 10(1), 83-111.
  • 24. Yeremenko, B.M. 2015. Proektuvannia intelektualnoi systemy dlia diahnostyky tekhnichnoho stanu obiektiv budivnytstva, B.M. Yeremenko, Tekhnolohycheskyi audyt y rezervы proyzvodstva, 1(2), 44-48.
  • 25. Zhuravskaya, N.E., 2014. On the issue of biological damage to concrete and reinforced concrete, N.E., Zhuravskaya, Resource-saving materials, structures, buildings and structures, 28, 180-186
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-34ab40bd-ae09-402a-b07b-dabdac8fe08d
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