Assessment of lateral-torsional buckling capacity of mild steel castellated beam with sinusoidal web openings
Author:
Funder
Rajarambapu Institute of Technology, Shivaji University, India
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42107-024-01032-w.pdf
Reference29 articles.
1. ArcelorMittal. (2016). ACB® and Angelina TM beams.
2. Boissonnade, N., Nseir, J., Lo, M., & Somja, H. (2014). Design of cellular beams against lateral torsional buckling. ICE Proceedings Structures and Buildings, 167(7), 436–444. https://doi.org/10.1680/stbu.12.00049
3. Durif, S., & Bouchair, A. (2012). Behavior of cellular beams with sinusoidal openings. Procedia Engineering, 40, 108–113. https://doi.org/10.1016/j.proeng.2012.07.064
4. Durif, S., Bouchaïr, A., & Vassart, O. (2013). Experimental tests and numerical modeling of cellular beams with sinusoidal openings. Journal of Constructional Steel Research, 82, 72–87. https://doi.org/10.1016/j.jcsr.2012.12.010
5. Durif, S., Bouchaïr, A., & Vassart, O. (2014). Experimental and numerical investigation on the web-post specimen from cellular beams with sinusoidal openings. Engineering Structures, 59, 587–598. https://doi.org/10.1016/j.engstruct.2013.11.021
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