Output details
15 - General Engineering
University of Plymouth
Return to search
Output 0 of 0 in the submission
Article title
Buckling of axially loaded castellated steel columns
Type
D - Journal article
Title of journal
Journal of Constructional Steel Research
Article number
n/a
Volume number
92
Issue number
n/a
First page of article
40
ISSN of journal
0143-974X
Year of publication
2013
Number of additional authors
2
Additional information
This work is the outcome of collaboration between Plymouth and Zhejiang University in China. Castellated members have long been used as beams, but they have recently also been used as columns. The only available literature on castellated columns dealt with finite element analysis. No analytical study had been done. This paper is the first to develop an analytical solution for calculating the critical buckling load of simply supported castellated columns when they buckle about the major axis. This work has led to studies of the buckling and vibration analyses of castellated beams by Plymouth University and Ningbo University, China.
Interdisciplinary
-
Cross-referral requested
-
Research group
None
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-