Logo Ernst und Sohn

Preview

Author(s):     
 

 
Title:     
 
Numerical and analytical investigations on plain channels in coupled instabilities
 
Abstract:     
 
This paper presents numerical and analytical investigations of thin-walled steel C-section members subjected to both local and global buckling. The results presented here are based on experimental tests which are dealt with in a previous publication [1]. Numerical calculations using the finite element method are performed to recalculate test results from stub column tests with local buckling and long column tests with coupled local and global buckling failure. These results are analysed using different design procedures based on Eurocode 3. Using modified buckling factors and an approach considering effective stiffness by approximation, it is possible to determine the ultimate buckling loads from tests and numerical investigations efficiently.
 
Source:     Steel Construction 5 (2012), No. 4
 
Page/s:     205-211
 
Language of Publication:     English



I would like to buy the article

You can download this article for 25 € as a PDF file (0.33 MB).
The PDF file can be read, printed and saved.
Duplication and forwarding to third parties is not allowed.


To enquire about the cost of the contribution and to order the PDF, please send us an e-mail to marketing@ernst-und-sohn.de. You can also use the following button.

make a request

I am an online subscriber

As an online subscriber of the journal "Steel Construction" you can access this article via Wiley Online Library.

I would like to order "Steel Construction"

This article has been published in the journal "Steel Construction". If you would like to learn more about the journal, you can order a free sample copy or find out more information on our website.


Prices include VAT and postage. Prices for 2017/2018.
€ Prices apply to Germany only. Subject to alterations, errors excepted.