Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams

Authors: Lin, W.Y.; Hsiao, K.M.

Source: Computer Methods in Applied Mechanics and Engineering, Volume 190, Number 45, 31 August 2001 , pp. 6023-6052(30)

Publisher: Elsevier

Buy & download fulltext article:

This article is hosted on another website.

You may be required to register, activate a subscription or purchase the article before you can obtain the full text.


Keywords: Buckling; Co-rotational formulation; Geometric nonlinearity; Postbuckling; Thin-walled beam

Document Type: Research Article


Affiliations: Department of Mechanical Engineering, National Chiao Tung University, 1001 Ta Hsueh Road, , , ROC, Hsinchu, Taiwan

Publication date: August 31, 2001

Related content



Free Content
Free content
New Content
New content
Open Access Content
Open access content
Subscribed Content
Subscribed content
Free Trial Content
Free trial content

Text size:

A | A | A | A
Share this item with others: These icons link to social bookmarking sites where readers can share and discover new web pages. print icon Print this page