E3S Web Conf.
Volume 136, 20192019 International Conference on Building Energy Conservation, Thermal Safety and Environmental Pollution Control (ICBTE 2019)
|Number of page(s)||7|
|Section||Urban Public Safety|
|Published online||10 December 2019|
Distortional buckling critical sectional dimensions and effective length of cold-formed steel lipped channel members
1 School of Civil and Architectural Engineering, Nanchang Institute of Technology, Nanchang, 330099, China ;
2 Jiangxi Province Key Laboratory of Hydraulic & Civil Engineering Infrastructure Security, Nanchang, 330099, China ;
* Hu Pengwen’s e-mail: firstname.lastname@example.org
Based on the comparison on buckling stability coefficient between local and distortional buckling, the critical cross-sectional dimensions without considering the distortional buckling for cold-formed steel lipped channel members are put forward. Furthermore, the critical effective length of nonoccurrence of distortional buckling is presented. The research results show that the calculation of distortional bucking strength of cold-formed steel lipped channel members can be avoided by controlling the reasonable cross-sectional dimensions or the effective length.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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