On one approach in plasticity

Plastic properties of materials which arises at complex loading cannot be precise reflected by wide spread classical theories of plasticity. As consequence, taking into account these properties sometimes gives us alternative distribution of stress and strain state in construction. Our goal is to consider this aspect. In the offered work the attempt to solve this problem for particular cases of complex loading processes are proposed. The new mode for solution of problems of plasticity by boundary element technique is offered here.

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