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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2010, Volume 51, Issue 1, Pages 147–152 (Mi pmtf1574)  
Limit state of structural elements during inelastic deformation

A. F. Nikitenko, B. S. Reznikov

Lavrent’ev Institute of Hydrodynamics, Siberian Division, Russian Academy of Sciences, Novosibirsk, 630090, Russia
Full-text PDF (160 kB)
Abstract: It is shown that, in the case of an axisymmetric stress state, the solution of the statically definable boundary-value problem for an ideal rigid-plastic body using the Mises–Schleicher strength criterion is extended to the rigid-creep model with any specified creep-rupture strength and corresponds to the limit state of a real creeping body.
Keywords: creep, creep-rupture strength, ideal rigid-plastic and rigid-creep models.
Received: 26.11.2008
Accepted: 11.03.2009
English version:
Journal of Applied Mechanics and Technical Physics, 2010, Volume 51, Issue 1, Pages 125–129
DOI: https://doi.org/10.1007/s10808-010-0019-9
Bibliographic databases:
Document Type: Article
UDC: 539.376+539.4
Language: Russian
Citation: A. F. Nikitenko, B. S. Reznikov, “Limit state of structural elements during inelastic deformation”, Prikl. Mekh. Tekh. Fiz., 51:1 (2010), 147–152; J. Appl. Mech. Tech. Phys., 51:1 (2010), 125–129
Citation in format AMSBIB
\Bibitem{NikRez10}
\by A.~F.~Nikitenko, B.~S.~Reznikov
\paper Limit state of structural elements during inelastic deformation
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2010
\vol 51
\issue 1
\pages 147--152
\mathnet{http://mi.mathnet.ru/pmtf1574}
\elib{https://elibrary.ru/item.asp?id=13026118}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2010
\vol 51
\issue 1
\pages 125--129
\crossref{https://doi.org/10.1007/s10808-010-0019-9}
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