SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS

Cover Page

Abstract


We consider the deformation calculation of inelastic composite bars of variable cross section along the length of variable-stiffness relationships shift. The solution is based on an overall A.R. Rzhanitsyn's theory of elastic spatial working composite rods. A formula to determine the equivalent modules strains previously obtained by the author, which taking into account the development of inelastic strains in wet composite rod, the compressibility and shear deformation of the material branches are used. The variable stiffness of the inelastic composite rod in torsion is taken into account.

About the authors

A A Rochev

Email: metalll@bk.ru

References

Statistics

Views

Abstract - 86

PDF (Russian) - 211

Cited-By



Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings



This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies