Effect of Lip Depth on the Flexural Capacity of Cold-Formed Steel Section
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00867-y.pdf
Reference16 articles.
1. Aktepe, R., & Guldur Erkal, B. (2023). Experimental and numerical study on flexural behaviour of cold-formed steel hat-shaped beams with geometrical imperfections. Journal of Constructional Steel Research, 202(107774), 107774. https://doi.org/10.1016/j.jcsr.2023.107774
2. Chen, Y., Chen, X., & Wang, C. (2015). Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling. Thin-Walled Structures, 87, 41–52. https://doi.org/10.1016/j.tws.2014.10.017
3. Chen, M.-T., Young, B., Martins, A. D., Camotim, D., & Dinis, P. B. (2021). Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending. Thin-Walled Structures, 161(107494), 107494. https://doi.org/10.1016/j.tws.2021.107494
4. Dissanayake, D. M. M. P., Poologanathan, K., Gunalan, S., Tsavdaridis, K. D., Wanniarachchi, K. S., & Nagaratnam, B. (2021). Bending-shear interaction of cold-formed stainless steel lipped channel sections. Structures, 30, 1042–1055. https://doi.org/10.1016/j.istruc.2020.12.071
5. Fan, S., Mo, H., Ding, Z., Zeng, S., & Jiang, Q. (2021). Research on local buckling capacity of lipped C-section stainless steel beams under weak axis bending. Structures, 33, 3570–3587. https://doi.org/10.1016/j.istruc.2021.06.068
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