Experimental and Numerical Investigation on Stiffened Rectangular Hollow Flange Beam
Author:
Funder
Scientific Innovation Group for Youths of Sichuan Province
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-020-00390-w.pdf
Reference30 articles.
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2. Anapayan, T., & Mahendran, M. (2012). Improved design rules for hollow flange sections subject to lateral distortional buckling. Thin-Walled Structures, 50(1), 128–140. https://doi.org/10.1016/j.tws.2011.09.004.
3. Anapayan, T., Mahendran, M., & Mahaarachchi, D. (2011). Lateral distortional buckling tests of a new hollow flange channel beam. Thin-Walled Structures, 49(1), 13–25. https://doi.org/10.1016/j.tws.2010.08.003.
4. Avery, P., & Mahendran, M. (1997). Finite-element analysis of hollow flange beams with web stiffeners. Journal of Structural Engineering, 123(9), 1123–1129. https://doi.org/10.1061/(asce)0733-9445(1997)123:9(1123).
5. Couto, C., & Vila Real, P. (2019). Numerical investigation on the influence of imperfections in the local buckling of thin-walled I-shaped sections. Thin-Walled Structures, 135, 89–108. https://doi.org/10.1016/j.tws.2018.10.039.
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