Verification of the finite-element solution of 3d non-stationary problems of elasto-plastic deformation, stability and supercritical behavior of shells

Authors

  • Anastasia Anatol'evna Artemjeva Research Institute of Mechanics, Nizhny Novgorod Lobatchevsky State University
  • Valentin Georgievich Bazhenov Research Institute of Mechanics, Nizhny Novgorod Lobatchevsky State University
  • Alexander Ivanovich Kibetz Research Institute of Mechanics, Nizhny Novgorod Lobatchevsky State University
  • Pavel Vladimirovich Laptev Research Institute of Mechanics, Nizhny Novgorod Lobatchevsky State University
  • Dmitry Victorovich Shoshin Research Institute of Mechanics, Nizhny Novgorod Lobatchevsky State University

DOI:

https://doi.org/10.7242/1999-6691/2010.3.2.12

Keywords:

finite-element method, verification, elasto-plasticity, non-stationary problems, shells

Abstract

FEM technique is used to analyze the quasi-static and dynamic processes of elasto-plastic deformation, stability loss and supercritical behavior of thin-walled shell structures in three-dimensional formulation. The effectiveness of the proposed approach has been verified in numerical experiments.

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References

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Published

2010-10-01

Issue

Vol. 3 No. 2 (2010)

Section

Articles

License

Copyright (c) 2010 Computational Continuum Mechanics

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

How to Cite

Artemjeva, A. A., Bazhenov, V. G., Kibetz, A. I., Laptev, P. V., & Shoshin, D. V. (2010). Verification of the finite-element solution of 3d non-stationary problems of elasto-plastic deformation, stability and supercritical behavior of shells. Computational Continuum Mechanics, 3(2), 5-14. https://doi.org/10.7242/1999-6691/2010.3.2.12