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DIFFERENtIAl & DIFFERENCE EqUAtIONS ANd APPlICAtIONS

DIFFERENtIAl & DIFFERENCE EqUAtIONS ANd APPlICAtIONS

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SYMMETRIES OF THE PLANE PLASTICITY SYSTEM<br />

WITH A GENERAL YIELD CRITERION<br />

PETR KIRIAKOV AND ALEXANDER YAKHNO<br />

Some classes of invariant solution for the system of two-dimensional plasticity with general<br />

yield criterion are considered. In particular, the system with Coulomb law is investigated<br />

from the point of view of symmetry analysis. Moreover, the classification of the<br />

groups of point transformations admitted by the system with respect to the function of<br />

plasticity is realized. The mechanical sense of obtained invariant solutions is discussed.<br />

Copyright © 2006 P. Kiriakov and A. Yakhno. This is an open access article distributed<br />

under the Creative Commons Attribution License, which permits unrestricted use, distribution,<br />

and reproduction in any medium, provided the original work is properly cited.<br />

1. Introduction<br />

In general, the processes of plastic deformations of materials are expressed by the systems<br />

of nonlinear differential equations. For such systems, the numerical methods are used<br />

widely for resolving of the concrete boundary value problems. But as for the exact solution,<br />

there is a lack of them, because of strong nonlinearity of stress-strain relations. In<br />

this case, the symmetry (group) analysis of differential equations is a powerful method of<br />

the construction of exact solutions. It seems that the first application of these methods to<br />

the plasticity theory was made in [2].<br />

The equations of plane plasticity describe stresses of deformed region, when the plastic<br />

flow is everywhere parallel to a given plane (usually x 1 Ox 2 plane). This system consists of<br />

two equilibrium equations [4],<br />

∂σ x1<br />

∂x 1<br />

+ ∂τ x 1x 2<br />

∂x 2<br />

= 0,<br />

∂σ x2<br />

∂x 2<br />

+ ∂τ x 1x 2<br />

∂x 1<br />

= 0, (1.1)<br />

and the law defining the limit of elasticity under some combination of stresses which is<br />

called the yield criterion p(σ,τ) = 0, where σ xi , τ x1x 2<br />

are the components of stress tensor,<br />

σ is the hydrostatic pressure, and τ is the shear stress:<br />

( )<br />

( ) 2<br />

σx1 + σ x2<br />

σ = , τ 2 σx1 − σ x2<br />

=<br />

+ τx 2 2<br />

4<br />

1x 2<br />

. (1.2)<br />

Hindawi Publishing Corporation<br />

Proceedings of the Conference on Differential & Difference Equations and Applications, pp. 555–564

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