PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Impact of the Effort of a Reinforced Concrete Element on the Results of the Reinforcement Corrosion Risk Tested Using the Galvanostatic Pulse Method

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Diagnostics of existing buildings includes, among others research to assess their durability. In the case of reinforced concrete structures, such tests include semi-destructive electrochemical tests to forecast the corrosion risk of steel bars in concrete, and one of the methods used is the electrochemical, polarizing galvanostatic pulse method. The aim of the article was to recognize the influence of element effort on the measurement results obtained with this method. For the tests, a reinforced concrete cantilever slab loaded monotonically was used. During the tests, the stationary potential and corrosion current density of the main reinforcement bars, as well as the resistivity of the concrete cover, were measured. Based on the results obtained, it was found that the level of effort on the element affects the values of the measurements performed. Differences in the values of measured parameters at different levels of element effort are sometimes so large that they may significantly affect the conclusions about the corrosion risk of the tested reinforcement, and thus incorrectly estimate the durability of the tested element.
Twórcy
  • Kielce University of Technology, Al. 1000-lecia PP 7, 25-314 Kielce, Poland
  • Kielce University of Technology, Al. 1000-lecia PP 7, 25-314 Kielce, Poland
Bibliografia
  • 1. Czarnecki L., Emmons P.H. Repair and protection of concrete structures (in polish). Polish Cement, Krakow 2002.
  • 2. Ściślewski Z. Protection of reinforced concrete structures (in polish). Arkady. Warsaw 1999.
  • 3. Raczkiewicz W. Bacharz M., Bacharz K., Teodorczyk M. Reinforcement Corrosion Testing in Concrete and Fiber Reinforced Concrete Specimens Exposed to Aggressive External Factors, Materials, 2023; 16(3), doi: https://doi.org/10.3390/ma16031174.
  • 4. Zybura A., Jaśniok M., Jaśniok T. Diagnostics of reinforced concrete structures. Research on reinforcement corrosion and protective properties of concrete (in polish), PWN, Warsaw 2011.
  • 5. Raczkiewicz W. Wójcicki A. Degradation of the structure of a building temporarily out of operation (in polish), Engineering and Construction, 2023; 3–4: 183–187.
  • 6. Tytareno R., Khmil R., Blikharskyy Y., selejdak J. Influence Analysis of the Most Common Defects and Damages on the Durability (Residual Resource) of RC Members: A Review, International Conference Current Issues of Civil and Environmental Engineering Lviv - Košice – Rzeszów, 2024, doi: 10.1007/978-3-031-44955-0_45.
  • 7. Drobiec Ł., Recha F. Assessment of the work of the reinforced concrete structure of an underground water tank (in polish), Construction Review, 2023; 94(3–4), doi: 10.5604/01.3001.0016.3249.
  • 8. Drobiec Ł., Grzyb K., Blazy J., Zając J. Role of diagnostic methods in assessing concrete strength n the example of a historical building (in polish), Insulation, 2022; 7(8).
  • 9. Halicka A., Zyga J. The Consequences of Non-Uniform Founding of Concrete Tank in Weak Wet Subsoil, Studia Geotechnica et Mechanica, 2019; 41(4): doi: 10.2478/sgem-2019-0023.
  • 10. Rincon L.F., Moscoso Y.M., Bastidas-Arteaga E., Matos J.C. Degradation Models and Maintenance Strategies for Reinforced Concrete Structures in Coastal Environments under Climate Change: A Review, Buildings, 2024; 14(3): 562, doi: 10.3390/buildings14030562.
  • 11. Szweda Z., Czachura D. Estimation of Durability of HC-550 Floor Slabs Based on Electrochemical Tests of Corrosion Rate of Reinforcement Strings in Concrete, Buildings, 2023; 13(7): 1855, doi: 10.3390/buildings13071855.
  • 12. Raczkiewicz W., Wójcicki A., Wójcicki A. Using the galvanostatic pulse method to estimate the corrosion of reinforcement in structural elements, South Florida Journal of Development, 2021; 2(3).
  • 13. Baltazar-García B.P., Baltazar Zamora D.F., Santiago Hurtado G., Baltazar-Zamora M.A., Moreno-Landeros G., Landa-Ruiz L., Shukla S., Angel M. Behavior of Potential of Half-Cell AISI 1018 and GS in Concrete buried in sand in the presence of MgSO4, European Journal of Engineering and Technology Research, 2024; 9(1), doi: 10.24018/ejeng.2024.9.1.3123.
  • 14. Baltazar-García B.P., Baltazar Zamora D.F., Ruiz L.L., Baltazar-Zamora M.A. Electrochemical Corrosion in Bars of AISI 304 Embedded in Concrete Immersed in Marine-Sulfated Environment, European Journal of Engineering and Technology Research, 2023; 8(1), doi: 10.24018/ejeng.2023.8.1.2942.
  • 15. https://www.germanninstruments.com/corrosion-rate-test-concrete-galvapulse/ (availability 20.04.2024).
  • 16. Tworzewski P., Raczkiewicz W., Czapik P., Tworzewska J. Diagnostics of Concrete and Steel in Elements of an Historic Reinforced Concrete Structure, Materials, 2021; 14(2), doi: 10.3390/ma14020306.
  • 17. Raczkiewicz W., Wójcicki A., Grzmil W.,
  • Zapała-Sławeta J. Impact of Environment Conditions on the Degradation Process of Selected Reinforced Concrete Elements, IOP Conference Series-Materials Science and Engineering, 2018; 471.
  • 18. Raczkiewicz W., Wójcicki A. Temperature Impact on the Assessment of Reinforcement Corrosion Risk in Concrete by Galvanostatic Pulse Method, Applied Sciences, 2020; 10(3), doi: 10.3390/app10031089.
  • 19. Recha F. Method of estimating the corrosion current based on the deflection of reinforced concrete elements (in polish), Scientific Journals of the University of Technology in Katowice, 2022; 14, doi: 10.54264/0032.
  • 20. Recha F. Estimation method of corrosion current density of RC elements, Open Engineering, 13(1); doi: 10.1515/eng-2022-0430.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9deb716c-14e6-4fcf-9b4e-330e5d8e7b34
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.