Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Research › peer-review
Design of pressurised pipes subjected to mechanochemical corrosion. / Pronina, Y.
Innovations, Mechanics and Applications : Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. ed. / Alphose Zingoni. London : Taylor & Francis, 2019. p. 644-649 (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications).Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Research › peer-review
}
TY - GEN
T1 - Design of pressurised pipes subjected to mechanochemical corrosion
AU - Pronina, Y.
PY - 2019
Y1 - 2019
N2 - The paper concerns mathematical modelling of the general corrosion of elastic tubes and their optimal design, based on empirical corrosion kinetics equations and strength analysis. When the rates of corrosion of pipe surfaces are given functions of time, the problems of wear can be solved by conventional methods of computational mechanics. In the case of stress-assisted chemical reactions, we have initial boundary value problems with unknown variable boundaries and the instantaneous corrosion rates are unknown as well. Herein, analytical solutions are presented for the double-sided mechanochemical (and pure) corrosion of a tube under internal and external pressure when the equivalent stresses on its inner and outer surfaces are different, being defined by the solution of the Lame problem for a pressurised tube. Formulas for one-sided corrosion are included as well. The purpose of optimal design is to find an initial thickness of the pipe wall which provides a specified service life of the pipe and a minimum material consumption; the pipe capacity, internal and external pressure being given. For the decelerated corrosion process, the aim is also formulated as to determine a minimum initial thickness of the pipe such that corrosion has time to stop (due to inhibition) before a critical state is reached. Being based on the analytical solutions, the proposed methodology of optimal design does not require complex numerical procedures.
AB - The paper concerns mathematical modelling of the general corrosion of elastic tubes and their optimal design, based on empirical corrosion kinetics equations and strength analysis. When the rates of corrosion of pipe surfaces are given functions of time, the problems of wear can be solved by conventional methods of computational mechanics. In the case of stress-assisted chemical reactions, we have initial boundary value problems with unknown variable boundaries and the instantaneous corrosion rates are unknown as well. Herein, analytical solutions are presented for the double-sided mechanochemical (and pure) corrosion of a tube under internal and external pressure when the equivalent stresses on its inner and outer surfaces are different, being defined by the solution of the Lame problem for a pressurised tube. Formulas for one-sided corrosion are included as well. The purpose of optimal design is to find an initial thickness of the pipe wall which provides a specified service life of the pipe and a minimum material consumption; the pipe capacity, internal and external pressure being given. For the decelerated corrosion process, the aim is also formulated as to determine a minimum initial thickness of the pipe such that corrosion has time to stop (due to inhibition) before a critical state is reached. Being based on the analytical solutions, the proposed methodology of optimal design does not require complex numerical procedures.
UR - http://www.scopus.com/inward/record.url?scp=85079225798&partnerID=8YFLogxK
UR - https://www.elibrary.ru/item.asp?id=43247820
M3 - Conference contribution
SN - 978-1-138-38696-9
T3 - Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications
SP - 644
EP - 649
BT - Innovations, Mechanics and Applications
A2 - Zingoni, Alphose
PB - Taylor & Francis
CY - London
T2 - 7th International Conference on Structural Engineering, Mechanics and Computation, 2019
Y2 - 2 September 2019 through 4 September 2019
ER -
ID: 47447035