Email this article Generalized method of supplementary strain in the problems of beam torsion
- Authors: Temis Y.M1, Lazarev A.A1, Malanova O.L1
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Affiliations:
- Moscow State University of Mechanical Engineering (MAMI)
- Issue: Vol 6, No 2-2 (2012)
- Pages: 336-341
- Section: Articles
- URL: https://journal-vniispk.ru/2074-0530/article/view/68559
- DOI: https://doi.org/10.17816/2074-0530-68559
- ID: 68559
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Abstract
Generalized supplementary strain method efficiency is shown by beam elastoplastic torsion problem solving using BEM formulation. Dependence of convergence rate on modified shear modulus and on the twist angle was studied. Optimal choice of plasticity parameter leads to maximum convergence rate for this method.
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##article.viewOnOriginalSite##About the authors
Y. M Temis
Moscow State University of Mechanical Engineering (MAMI)
Email: tm@mami.ru
Dr.Eng., Prof.
A. A Lazarev
Moscow State University of Mechanical Engineering (MAMI)
Email: tm@mami.ru
O. L Malanova
Moscow State University of Mechanical Engineering (MAMI)
Email: tm@mami.ru
References
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- Temis Y.M., Karaban V.V. Boundary element technique in torsion problems of beams with multiply connected cross-sections. – J. KSIAM. vol.5, № 2, p. 39-51, 2001.
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