2024-03-28T22:26:50Z
https://soar-ir.repo.nii.ac.jp/oai
oai:soar-ir.repo.nii.ac.jp:00018168
2022-12-14T04:13:10Z
1221:1307
A parametric study on flange vertical buckling of hybrid steel girders
Ueda, T
Matoge, Y
Shimizu, S
Fujita, G
Tanaka, N
10th Conference "Shell Structures: Theory and Applications", October 16-18, 2013 in Gdansk, Poland.
It is known that flange vertical buckling arises in a steel girder having very weak web plate, and it is generally believed that vertical buckling does not occur in a steel girder with “normal” section dimensions. However, in the author’s experimental test, unexpected vertical buckling was observed. In this paper, a series of numerical analysis is made on flange vertical buckling of hybrid steel girders, and the limit web width-thickness ratio and so on are studied. The results indicate that the web width-thickness ratio has small contribution to the vertical buckling behaviour.
Article
Shell Structures: Theory and Application. 3:445-448 (2013)
conference paper
CRC Press
2013-09-18
application/pdf
Shell Structures: Theory and Application
3
445
448
https://soar-ir.repo.nii.ac.jp/record/18168/files/Parametric_Study_Flange_Vertical_Buckling.pdf
eng
978-1-138-00082-7
10.1201/b15684-111
https://doi.org/10.1201/b15684-111
©2013 Tayler & Flancis Group, London UK. Used with permission. They may use the author's own version, but we can provide the paper pdf as published.