Research article Vol. 18 No. 3 (2022): International Journal for Computational Civil and Structural Engineering

ON THE CALCULATIONS FOR THE STABILITY OF BEAMS, FRAMES, AND CYLINDRICAL SHELLS IN THE ELASTO-PLASTIC STAGE

Gaik Manuylov, Sergey Kosytsyn, Maxim Begichev
25-36 DOI 10.22337/2587-9618-2022-18-3-25-36 Published 2022-09-30
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ON THE CALCULATIONS FOR THE STABILITY OF BEAMS, FRAMES, AND CYLINDRICAL SHELLS IN THE ELASTO-PLASTIC STAGE

Authors

  • Gaik Manuylov Russian University of Transport, Moscow, RUSSIA
  • Sergey Kosytsyn Russian University of Transport, Moscow, RUSSIA
  • Maxim Begichev Russian University of Transport, Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2022-18-3-25-36

Keywords:

stability, geometric nonlinearity, physical nonlinearity, finite element method

Abstract

The problems of stability of some beams, Π-shaped frames and cylindrical shells with the elasto-plastic material are considered. The possibility of modeling bars using finite elements of various types is studied. Plate elements and even one-dimensional beam finite elements can be used for modelling compressed rods with geometric and physical nonlinearity. For the problem of stability of a circular cylindrical shell is given the comparison of the authors' results obtained using the FEM with the experimental results of V.G. Sazonov and the calculations of A.V. Karmishin.

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Published

2022-09-30

Issue

Vol. 18 No. 3 (2022): International Journal for Computational Civil and Structural Engineering

Section

Research article

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

How to Cite

Manuylov, G., Kosytsyn, S., & Begichev, M. (2022). ON THE CALCULATIONS FOR THE STABILITY OF BEAMS, FRAMES, AND CYLINDRICAL SHELLS IN THE ELASTO-PLASTIC STAGE. International Journal for Computational Civil and Structural Engineering, 18(3), 25-36. https://doi.org/10.22337/2587-9618-2022-18-3-25-36

Keywords

stability, geometric nonlinearity, physical nonlinearity, finite element method

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