Сoordinate functions quadratic approximation in V.I. Slivker's semi-shear stability theory

Variational formulation of stability problems for thin-walled beams is presented. Geometrical stiffness matrix is derived from the stability functional. Shear deformation is taken into account by using V.I.Slivker’s semi-shear theory of thin-walled bars. Quadratic Hermite polynomials were considered...

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Bibliographic Details
Main Authors: Vladimir Rybakov, Vladimir Lalin, Sergey Ivanov, Artur Azarov
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2019-09-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:https://engstroy.spbstu.ru/en/article/2019.89.10/