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...
Main Authors: | , , , |
---|---|
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/ |