Open AccessEnd Flexures of Circular Cylindrical Shells before Stability Loss under Uniform External Pressure
Author(s) -
E A Matveyev,
A B Frolov
Publication year - 2008
Publication title -
izvestiâ mgtu "mami"
Language(s) - English
Resource type - Journals
eISSN - 2949-1428
pISSN - 2074-0530
DOI - 10.17816/2074-0530-69685
Subject(s) - shell (structure) , rotational symmetry , mechanics , displacement (psychology) , boundary value problem , deformation (meteorology) , physics , transversal (combinatorics) , geometry , materials science , classical mechanics , mathematics , mathematical analysis , composite material , psychology , psychotherapist
To describe the axisymmetric deformation of circular cylindrical shell under uniform transversal pressure or in the condition of uniform compression the Marherr equation is used. The paper examines the bedding-in of the shell at the support contours at the condition of free axial displacement or without it. For the given boundary problems the analytical solutions in primitive functions is obtained and the main loading line of the shell is drown up.