Abstract
This chapter concerns stability of closed cylindrical shells subjected to an axially non-symmetrical load action. In the beginning (Sect. 5.1), equations of motion are derived, and then the influence of imperfection on the shell stability is studied. Both static and dynamic problems of buckling with the use of the Bubnov-Galerkin method of higher approximations are analyzed and many computational results are reported.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2008 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Awrejcewicz, J., Krysko, V.A. (2008). Stability of a Closed Cylindrical Shell Subjected to an Axially Non-symmetrical Load. In: Chaos in Structural Mechanics. Understanding Complex Systems. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-77676-5_6
Download citation
DOI: https://doi.org/10.1007/978-3-540-77676-5_6
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-77675-8
Online ISBN: 978-3-540-77676-5
eBook Packages: Physics and AstronomyPhysics and Astronomy (R0)