Image from Google Jackets

Analytical Buckling Analysis of Cylindrical Shells with Elliptic Cross Section Subjected to External Pressure

Tipo de material: TextoTextoSeries ; In Recent Developments in the Theory of Shells. Springer, Cham., p.33-41, 2019Trabajos contenidos:
  • Andrianov, I. I
  • Diskovsky, A. A
Tema(s): Recursos en línea: Resumen: An analytical algorithm for studying the stability of a cylindrical shells with elliptic cross section subjected to external pressure is proposed. It is based on perturbation procedure. The mentioned buckling problem can be solved using FEM. However, FEM solutions may be less manageable, for instance, in terms of optimal design, than the associated approximate analytical models. The approximate formulas obtained are sufficiently accurate and can be used in engineering practice.
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Collection Call number Status Date due Barcode
Documentos solicitados Documentos solicitados CICY Documento préstamo interbibliotecario Ref1 B-17900 (Browse shelf(Opens below)) Available

An analytical algorithm for studying the stability of a cylindrical shells with elliptic cross section subjected to external pressure is proposed. It is based on perturbation procedure. The mentioned buckling problem can be solved using FEM. However, FEM solutions may be less manageable, for instance, in terms of optimal design, than the associated approximate analytical models. The approximate formulas obtained are sufficiently accurate and can be used in engineering practice.

There are no comments on this title.

to post a comment.