• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 28.12.2023

Revised 23.05.2024

Accepted 30.06.2024

Retrieved from Iss. 115, P. 2, 2024

Pages 96 -106

  • 130 Views

Suggested citation

Kuzminets, M., Maksymyuk, Yu., & Martynyuk, I. (2024). EFFICIENCY OF THE ALGORITHM FOR SOLVING SYSTEMS OF NONLINEAR EQUATIONS BASED ON EXTRAPOLATION OF DISPLACEMENTS. Automobile Roads and Road Construction, (115.2), 96-106. https://doi.org/10.33744/0365-8171-2024-115.2-096-106

EFFICIENCY OF THE ALGORITHM FOR SOLVING SYSTEMS OF NONLINEAR EQUATIONS BASED ON EXTRAPOLATION OF DISPLACEMENTS

Mykola Kuzminets Yuriy Maksymyuk Ivan Martynyuk

Abstract

Simulation of long-term processes of physically and geometrically nonlinear deformation requires the use of step algorithms. Such algorithms can be constructed on the basis of the iterative procedure. When it is implemented, the efficiency can be increased by changing the stiffness matrix by recalculating the coordinates of the components of the instantaneous stiffness tensor of the elastoplastic material or by extrapolating the displacements in the next step solution of the problem. In this regard, this article conducts a study of the reliability and efficiency of the results of solving physically and geometrically nonlinear problems using the above-mentioned approaches. This was done by solving a number of test cases, and by analyzing the errors relative to the reference and experimental data, and the computational costs required to solve the problems

Keywords:

physically nonlinear deformation, geometrically nonlinear deformation, numerical methods, creep deformations taking into account material damage, finite element method (MSE), plane-deformed and axisymmetric solids, form change, viscoelasticity, step-by-step algorithm

References

  1. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., & Sakharov, O.S. (2005). Semi-analytical finite element method in problems of fracture of spatial bodies. Kyiv: KNUBA.
  2. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., & Andriievskyi, V.P. (2006). Algorithm for solving the spatial problem of thermo-visco-elasto-plasticity of prismatic bodies taking into account damage. Strength of Materials and Theory of Structures, 78, 3-17.
  3. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., Sakharov, O.S., Ilchenko, O.M., & Rutkovskyi, V.A. (2002). Investigation of continuous, discrete and dispersed fracture of spatial bodies based on the semi-analytical finite element method. Strength of Materials and Theory of Structures, 70, 3-32.
  4. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., & Rutkovskyi, V.A. (2004). Efficiency of solving spatial problems of creep theory. Strength of Materials and Theory of Structures, 74, 3-13.
  5. Bazhenov, V.A., & Maksymiuk, Yu.V. (2019). Stress-strain state and shape change in bodies of rotation of complex structure. Strength of Materials and Theory of Structures, 102, 3-12.
  6. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., & Ostapenko, R.M. (2008). Design relations of the semi-analytical finite element method for the spatial problem of thermo-visco-elasto-plasticity of inhomogeneous bodies of rotation. Strength of Materials and Theory of Structures, 82, 3-29.
  7. Bazhenov, V.A., Huliar, O.I., Piskunov, S.O., & Sakharov, O.S. (2014). Semi-analytical finite element method in problems of continuous fracture of spatial bodies. Kyiv: Karavela.
  8. Ivanchenko, H.M., Maksymiuk, Yu.V., Kozak, A.A., & Martyniuk, I.Yu. (2021). Construction of resolving equations of the semi-analytical finite element method for prismatic bodies of complex shape. Management of Development of Complex Systems, 46, 55-62. 
  9. Bazhenov, V.A., Piskunov, S.O., & Maksymiuk, Yu.V. (2018). Finite element method in problems of deformation and fracture of bodies of rotation under thermal-force loading. Kyiv: Karavela.
  10. Bazhenov, V.A., Maksymiuk, Yu.V., Martyniuk, I.Yu., & Maksymiuk, O.V. (2021). Semi-analytical finite element method in spatial problems of deformation, fracture and shape change of bodies of complex structure. Kyiv: Karavela.
  11. Bazhenov, V.A., Maksymiuk, Yu.V., Solodei, I.I., & Stryhun, R.L. (2019). Numerical modeling of nonlinear deformation processes in bodies taking into account large plastic strains. Kyiv: Karavela.
Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2024-115.2-096-106

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving