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Influence of deformation degree of austenitic steels welded joints on structural state and internal stresses felds in weld line zone

https://doi.org/10.17073/0368-0797-2021-8-572-580

Abstract

Nowadays initial assessment of welding quality is performed by testing equipment with increased loads (high pressure) at technical devices of hazardous production facilities. Test requirements are regulated by standardized documents of the Federal Service for Environmental, Technological and Nuclear Oversight of Russia (Rostekhnadzor). Recently, along with traditional tests, a “stress test” was used – the essence of which is to load pipeline section to the yield point, followed by leak test. However, in scientifc publications there is practically no information about physical processes occurring in the base metal and in welded joints during such tests. In addition, effect of preload (deformation) on the parameters of substructure and internal stresses feld in welded joints of austenitic steels and, consequently, on the further trouble­free operation of the tested equipment was not evaluated. The paper analyzes changes in structural state and values of internal stresses in the samples of austenitic steel under the action of high loads. It substantiates the use of modulated current welding with automatic control of heat input process in molten weld pool. The admissible limits values of plastic deformation are argued when testing technical devices with high pressure for this type of steel. In order to reduce the risk of damage to austenitic steels welded joints of technical devices of hazardous industrial facilities, performed by pulsed welding with small­drop transfer, and to exclude formation of microdefects in them, high pressure tests (stress test) can be performed under loads that create deformations in metal, not exceeding 5 %. For joints welded by manual arc welding, deformations should be less than 5 %. Welded joints made by pulsed welding with large­drop transfer (with and without defects) are not recommended to be tested with high pressure.

About the Authors

A. N. Smirnov
T.F. Gorbachev Kuzbass State Technical University
Russian Federation

 Aleksandr N. Smirnov, Dr. Sci. (Eng.), Prof. of the Chair “Engineering
Technology” 

 28 Vesennyaya Str., Kemerovo 650000 



N. A. Popova
Tomsk State University of Architecture and Building
Russian Federation

 Natal’ya A. Popova, Cand. Sci. (Eng.), Senior Researcher of the Chair of Physics 

 2 Solyanaya Sqr., Tomsk 634003 



N. V. Ababkov
T.F. Gorbachev Kuzbass State Technical University
Russian Federation

  Nikolai V. Ababkov, Cand. Sci. (Eng.), Assist. Prof. of the Chair “Engineering Technology” 

28 Vesennyaya Str., Kemerovo 650000 



K. V. Knyaz’kov
T.F. Gorbachev Kuzbass State Technical University
Russian Federation

  Konstantin V. Knyaz’kov, Cand. Sci. (Eng.), Assist. Prof. of the Chair “Engineering Technology” 

28 Vesennyaya Str., Kemerovo 650000 



E. L. Nikonenko
Tomsk State University of Architecture and Building
Russian Federation

 Elena L. Nikonenko, Cand. Sci. (Eng.), Assist. Prof. of the Chair of Physics, Chemistry and Theoretical Mechanics 

 2 Solyanaya Sqr., Tomsk 634003 



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Review

For citations:


Smirnov A.N., Popova N.A., Ababkov N.V., Knyaz’kov K.V., Nikonenko E.L. Influence of deformation degree of austenitic steels welded joints on structural state and internal stresses felds in weld line zone. Izvestiya. Ferrous Metallurgy. 2021;64(8):572-580. (In Russ.) https://doi.org/10.17073/0368-0797-2021-8-572-580

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ISSN 0368-0797 (Print)
ISSN 2410-2091 (Online)