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Corrosion of pipe steels 20 and 17G1S-U in ground electrolytes with a hydrogen indicator close to neutral

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: of this paper is to analyse the mechanism of near-neutral pH corrosion of main gas pipelines. The stages of main gas pipelines in model environments that meet the soil conditions of Ukraine have been studied. Design/methodology/approach: The corrosion rate of steel specimens from steels 17G1S-U and 20 and the influence of borate buffers on their protective properties were evaluated. The influence of corrosion time on changes in pH of model media is shown. Morphological features of surface damages of pipe steels are established. The defect analysis of specimens from steels 17G1S-U and 20 by electron scanning microscopy is carried out. Findings: The effect of borate buffers on the protective properties of the steel grades studied was revealed, and changes in the pH of the model media during corrosion processes were described. The main regularities in corrosion, as well as the surface morphology of damaged specimens, were studied by scanning electron microscopy. Research limitations/implications: Detailed investigation of localised corrosion phenomena induced by inclusions that are present in steels 17G1S-U and 20 is extremely critical. In particular, there is still ambiguity as to whether the localised corrosion initiation induced by non-metallic inclusions is an electrochemical process or a chemical process. Practical implications: The research findings will be used when testing specimens from pipe steels under cyclic loading in the model media studied, as well as for predicting the residual life of gas pipelines with corrosion defects. Their generalization will make it possible to develop the effective methods of ground diagnostics and prediction of SCC of main pipelines. Originality/value: It was found that the corrosion rate is determined by internal (nature and properties of the metal) and external (properties of the aggressive medium and the corrosion process conditions) factors. The protective effect for steel 17G1S in medium NS4 + borate buffer (1: 1) was 61.5%. Steel 20 had the greatest protective effect in medium NS4 + borate buffer (1: 3), which was 87.05%.
Rocznik
Strony
16--23
Opis fizyczny
Bibliogr. 18 poz.
Twórcy
  • Ivano-Frankivsk National Technical University of Oil and Gas, Karpatska str. 15, 76019 Ivano-Frankivsk, Ukraine
autor
  • Department of Industrial Automation, Ternopil National Ivan Puluj Technical University, Ruska str. 56, 46001 Ternopil, Ukraine
autor
  • Department of Industrial Automation, Ternopil National Ivan Puluj Technical University, Ruska str. 56, 46001 Ternopil, Ukraine
  • Department of Mobile Machinery and Railway Transport, Faculty of Transport Engineering, Vilnius Gediminas Technical University, Plytinės g. 27, Vilnius LT-10105, Lithuania
Bibliografia
  • [1] G. Gabetta, H.M. Nykyforchyn, E. Lunarska, P.P. Zonta, O.T. Tsyrulnyk, K. Nikiforov, M.I. Hredil, D.Yu. Petryna, T. Vuherer, In-service degradation of gas trunk pipeline X52 steel, Materials Science 44 (2008) 104-119. DOI: https://doi.org/10.1007/s11003- 008-9049-3
  • [2] P. Maruschak, L. Poberezny, T. Pyrig, Fatigue and brittle fracture of carbon steel of gas and oil pipelines, Transport 28/3 (2013) 270-275. DOI: https://doi.org/10.3846/16484142.2013.829782
  • [3] P. Maruschak, L. Poberezny, O. Prentkovskis, R. Bishchak, A. Sorochak, D. Baran, Physical and mechanical aspects of corrosion damage of distribution gas pipelines after long-term operation, Journal of Failure Analysis and Prevention 18 (2018) 562-567. DOI: https://doi.org/10.1007/s11668-018-0439-z
  • [4] A. Benmoussat, M. Traisnel, Corrosion study of API 5L X60 gas pipelines steels in NS4 simulated soil, in: G. Bolzon, T. Boukharouba, G. Gabetta, M. Elboujdaini, M. Mellas (eds.), Integrity of Pipelines Transporting Hydrocarbons. NATO Science for Peace and Security Series C: Environmental Security, Vol. 1, Springer, Dordrecht, 2011, 167-179. DOI: https://doi.org/10.1007/978-94-007-0588-3_12
  • [5] A. Benmoussa, M. Hadjel, M. Traisnel, Corrosion behavior of API 5L X-60 pipeline steel exposed to near-neutral pH soil simulating solution, Materials and Corrosion 57/10 (2006) 771-777. DOI: https://doi.org/10.1002/maco.200503964
  • [6] R.N. Parkins, W.K. Blanchard, B.S. Delanty, Transgranular stress corrosion cracking on high pressure pipelines in contact with solutions of near-neutral pH, Corrosion 50/5 (1994) 394-408. DOI: https://doi.org/10.5006/1.3294348
  • [7] M.E. Ikpi, B.O. Okonkwo, Electrochemical investigation on the corrosion of API 5L X52 carbon steel in simulated soil solutions, Journal of Materials and Environmental Sciences 8 (2017) 3809-3816.
  • [8] I.M. Gadala, H.M. Ha, P. Rostron, A. Alfantazi, Formation and evolution of oxide/oxyhydroxide corrosion products on low-alloy steel during exposure to near-neutral pH solutions containing oxygen and nitrate, Corrosion 73/3 (2017) 221-237. DOI: https://doi.org/10.5006/2070
  • [9] A.I. Balitskii, R.K. Melekhov, S.G. Polyakov, Carbonate stress corrosion of the mains, Materials Science 33 (1997) 242-249. DOI: https://doi.org/10.1007/BF02538522
  • [10] O.I. Balyts'kyi, O.O. Krokhmal'nyi, Pitting corrosion of 12Kh18AG18Sh steel in chloride solutions, Materials Science 35 (1999) 389-394. DOI: https://doi.org/10.1007/BF02355483
  • [11] V.I. Pokhmurs’kyi, O.I. Balyts'kyi, O.O. Krokhmal'nyi, General and pitting corrosion of chromium-manganese steels in halogen solutions, Materials Science 36 (2000) 313-324. DOI: https://doi.org/10.1007/BF02769592
  • [12] A.I. Balitskii, O.A. Krohmalny, V.I. Pokhmurskii, Corrosion of High-Strength Cr-Mn Steels in Chloride Solutions, Protection of Metals 39 (2003) 34-38. DOI: https://doi.org/10.1023/A:1021987007149
  • [13] A.H.S. Bueno, B.B. Castro, J.A.C. Ponciano, Assessment of stress corrosion cracking and hydrogen embrittlement susceptibility of buried pipeline steels, in: S.A. Shipilov, R.H. Jones, J.-M. Olive, R.B. Rebak (eds.), Environment-Induced Cracking of Materials, Vol. 2, Elsevier, Amsterdam, 2008, 313-322. DOI: https://doi.org/10.1016/B978-008044635-6.50068-6
  • [14] I.V. Ryakhovskikh, R.I. Bogdanov, V.E. Ignatenko, Intergranular stress corrosion cracking of steel gas pipelines in weak alkaline soil electrolytes, Engineering Failure Analysis 94 (2018) 87-95. DOI: https://doi.org/10.1016/j.engfailanal.2018.07.036
  • [15] NACE Standard TM0169-2000, Standard Test Method Laboratory Corrosion Testing of Metals, 2000, Annual Book of NACE Standards, Item No. 2200, NACE International. Houston, TX.
  • [16] I.S. Cole, D. Marney, The science of pipe corrosion: A review of the literature on the corrosion of ferrous metals in soils, Corrosion Science 56/5 (2012) 5-16. DOI: https://doi.org/10.1016/j.corsci.2011.12.001
  • [17] E.E. Oguzie, I.B. Agochukwu, A.I. Onuchukwu, Monitoring the corrosion susceptibility of mild steel in varied soil textures by corrosion product count technique, Materials Chemistry and Physics 84 (2004) 1-6. DOI: https://doi.org/10.1016/j.matchemphys.2003.09.002
  • [18] P. Maruschak, A. Sorochak, D. Baran, O. Prentkovskis Degradation of transport infrastructure under breach of drainage: strain and corrosion damage, in: K. Gopalakrishnan, O. Prentkovskis, I. Jackiva, R. Junevičius (eds.), Transbaltica XI: Transportation Science and Technology. Transbaltica 2021. Lecture Notes in Intelligent Transportation and Infrastructure, Springer, Cham, 2021, 40-46. DOI: https://doi.org/10.1007/978-3-030-38666-5_5
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-79069c2c-4e1f-44c9-a223-a58e8f3cae2f
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