Skip Navigation

IMA Journal of Applied Mathematics 2003 68(2):185-204; doi:10.1093/imamat/68.2.185
© 2003 by Institute of Mathematics and its Applications
This Article
Right arrow Full Text (PDF)
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Similar articles in ISI Web of Science
Right arrow Alert me to new issues of the journal
Right arrow Add to My Personal Archive
Right arrow Download to citation manager
Right arrow Search for citing articles in:
ISI Web of Science (3)
Right arrowRequest Permissions
Google Scholar
Right arrow Articles by Hlavácek, I.
Right arrow Search for Related Content
Social Bookmarking
Add to CiteULike   Add to Connotea   Add to Del.icio.us  
What's this?

Buckling of a Timoshenko beam on elastic foundation with uncertain input data

Ivan Hlavácek1

1 Mathematical Institute, Academy of Sciences of the Czech Republic, Zitná 25, CZ-115 67 Prague 1, Czech Republic

A monotone dependence of the critical buckling load of a simply supported Timoshenko–Mindlin beam both on the shear correction factor and on the stiffness of foundation is proved. Then the worst-scenario method is employed to find the ‘most dangerous’ input data.

Keywords: beam buckling; elastic foundation; Timoshenko model; uncertain data; worst scenario.

Received 1 May 2002.


Add to CiteULike CiteULike   Add to Connotea Connotea   Add to Del.icio.us Del.icio.us    What's this?




Disclaimer:
Please note that abstracts for content published before 1996 were created through digital scanning and may therefore not exactly replicate the text of the original print issues. All efforts have been made to ensure accuracy, but the Publisher will not be held responsible for any remaining inaccuracies. If you require any further clarification, please contact our Customer Services Department.