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Mathematics and Mechanics

Russian Academy of Sciences
 Founded
in January 1936
(Translated from 1958)
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ISSN 0021-8928
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IssuesArchive of Issues2014-1pp.84-98

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V.N. Paimushin, "Contact formulation of non-linear problems in the mechanics of shells with their end sections connected by a plane curvilinear rod," J. Appl. Math. Mech. 78 (1), 84-98 (2014)
Year 2014 Volume 78 Issue 1 Pages 84-98
Title Contact formulation of non-linear problems in the mechanics of shells with their end sections connected by a plane curvilinear rod
Author(s) V.N. Paimushin (Kazan, Russia, dsm@dsm.kstu-kai.ru, vpajmushin@mail.ru)
Abstract Starting from the consistent version of the geometrically non-linear equations of the theory of elasticity for small deformations and arbitrary displacements, a Timoshenko-type model that takes account of shear and compression deformations and also an extended variational Lagrange principle, an improved geometrically non-linear theory of static deformation is constructed for reinforced thin-walled structures with shell elements, the end sections of which are connected by a rod. It is based on the introduction into the treatment of contact forces and torques as unknowns on the lines joining the shells to the rods and it enables all classical and non-classical forms of loss of stability in structures of the class considered to be investigated. An analytical solution of the problem of the stability of a rectangular plate, that is under compression in one direction, supported by a hinge along two opposite edges and joined by a hinge with an elastic rod on one of the other two edges, is found using a simplified version of the linearized equations.
Received 27 July 2012
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