Iteration method and equilibrium stability of an elastic-plastic component in construction under soft tension-torsion loading

Authors

  • Valeriy Vladimirovich Struzhanov Institute of Engineering Science UB RAS
  • Yevgeniy Yurievich Prosviryakov Institute of Engineering Science UB RAS

DOI:

https://doi.org/10.7242/1999-6691/2008.1.3.32

Keywords:

Abstract

The tension-torsion loading of a hollow cylinder construction component made of elastic-plastic material with the strain softening effect is considered in a special rod system. The existence of a stress potential and the correctness of the incremental plasticity law are assumed. An iteration procedure for determination of the equilibrium parameters of the system is written by performing the convergence analysis. It is established that the iteration divergence corresponds to the system deformation stability loss.

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References

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Published

2008-04-01

Issue

Vol. 1 No. 3 (2008)

Section

Articles

License

Copyright (c) 2008 Computational Continuum Mechanics

Creative Commons License

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

How to Cite

Struzhanov, V. V., & Prosviryakov, Y. Y. (2008). Iteration method and equilibrium stability of an elastic-plastic component in construction under soft tension-torsion loading. Computational Continuum Mechanics, 1(3), 106-116. https://doi.org/10.7242/1999-6691/2008.1.3.32